JURNAL DAKTILITAS
type: channel
description: "DAKTILITAS" as an information media and study forum in the field of Civil Engineering, contains scientific writings of research results. The editors invite experts, practitioners, and anyone who is interested in contributing articles that have not been published in other print media. Published every June and December.
publisher: PROGRAM STUDI TEKNIK SIPIL FAKULTAS TEKNIK UNIVERSITAS TULUNGAGUNG
language: en
publication name: JURNAL DAKTILITAS
issn: 3062-7826
copyright: Authors who publish with this journal agree to the following terms: Copyright on any article is retained by the author(s). The author grants the journal, right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgment of the work’s authorship and initial publication in this journal. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal’s published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work. The article and any associated published material is distributed under the Creative Commons Attribution-ShareAlike 4.0 International License
items: Kajian Studi Literatur Implementasi Kebijakan Pemeliharaan Infrastruktur Jalan Raya Terhadap Keberlanjutan Mobilitas Masyarakat Perkotaan di Indonesia
items: ANALIS DAMPAK KERUSAKAN JALAN TERHADAP PENGGUNA JALAN DAN LINGKUNGAN
items: ANALISIS KERUSAKAN JALAN RAYA DAN DAMPAKNYA: STUDI KASUS KONDISI JALAN DI TULUNGAGUNG
items: ANALISIS KERUSAKAN JALAN TERHADAP TINGKAT KECELAKAAN LALU LINTAS DI AREA RAWAN KECELAKAAN
items: Analisis Pengaruh Geometri Jalan Terhadap Tingkat Kecelakaan pada Jalan Perkotaan
items: PERBANDINGAN KINERJA PADA PONDASI DANGKAL DAN PONDASI DALAM PADA BANGUNAN DI DAERAH RAWAN GEMPA
items: EFEKTIVITAS TEKNOLOGI BASE ISOLATION DALAM MENGURANGI GAYA GESER DAN MENINGKATKAN STABILITAS STRUKTUR BANGUNAN TAHAN GEMPA
items: ANALISIS INTERAKSI TANAH STRUKTUR PADA SISTEM PONDASI GRUP DENGAN VARIASI JARAK ANTAR TIANG
items: STUDI PENGEMBANGAN KONSEP TOD DI KAWASAN STASIUN BLITAR PELUANG, KENDALA, DAN SOLUSI
items: EKSPERIMENTAL PEMANFAATAN LIMBAH BANNER (POLYVINIL CHLORIDA) DALAM PEMBUATAN MORTAR BERSERAT (FIBER MORTAR)
items: PENGUATAN BALOK KAYU SENGON (PARASERIANTHES FALCATARIA) DENGAN MENGGUNAKAN CFRP DALAM MENAHAN BEBAN LENTUR
items: IMPLEMENTASI PEMODELAN MATEMATIKA MENGGUNAKAN ALGORITMA GENETIKA DALAM MENYELESAIKAN PERMASALAHAN PENJADWALAN PROYEK KONSTRUKSI BANGUNAN
items: MENGKAJI KARAKTERISTIK PARKIR KENDARAAN DI TEPI JALAN DI AREA PARKIR PASAR NGEMPLAK, KABUPATEN TULUNGAGUNG
items: PENINGKATAN TATA LETAK PERSIMPANGAN BERSINYAL MELALUI ANALISIS PANJANG ANTRIAN DENGAN PENGURANGAN LATENSI (STUDI KASUS: JALAN RAYA BOYOLANGU-JALAN MOH.YAMIN-JALAN RAYA PUCUNG KIDUL)
items: OPTIMASI KUAT TEKAN BETON DENGAN JARINGAN SYARAF TIRUAN METODE MULTI LAYER PERCEPTRON
items: PERENCANAAN JARINGAN AIR BERSIH DI KECAMATAN LAMAKNEN SELATAN, KOTA ATAMBUA
items: OPTIMALISASI PRODUKSI ALAT BERAT DALAM PEKERJAAN GALIAN DAN TANAMAN DI PROYEK JALAN RAYA (STUDI KASUS: JALUR LINTAS SELATAN LOT 2 BLITAR)
items: SEBUAH ULASAN SINGKAT TENTANG BETON AGREGAT DAUR ULANG
items: EVALUASI DAMPAK LINGKUNGAN DARI PROYEK PEMBANGUNAN JALUR LINTAS SELATAN DI TULUNGAGUNG
items: PENGGUNAAN MATERIAL LIMBAH UNTUK PEMBANGUNAN BERKELANJUTAN PADA KONTRUKSI JALAN RAYA
items: ANALISIS PENGARUH DESAIN GEOMETRIK JALAN TERHADAP TINGKAT KECELAKAAN LALU LINTAS DI LOKASI RAWAN KECELAKAAN
items: EFISIENSI PENGGUNAAN JALAN RAYA BERBAHAN BETON UNTUK JALAN RAYA PRODUKSI
items: PENGARUH PONDASI TIANG PANCANG TERHADAP LIKUIFAKSI TANAH PASIR JENUH AIR
items: INOVASI DESAIN PONDASI CAKAR AYAM UNTUK STRUKTUR BANGUNAN BERTINGKAT DI DAERAH GEMPA
items: EFISIENSI DAN EFEKTIVITAS PENGGUNAAN ASPAL PADA PERKERASAN JALAN RAYA
items: ANALISIS GESER PADA BALOK BAMBU SUSUN VERTIKAL MENGGUNAKAN PERKUATAN CARBON FIBER REINFORCED POLYMER (CFRP)
items: STUDI PERENCANAAN PERLUASAN SPAM JARINGAN PERPIPAAN DESA SAMBIGEDE, KECAMATAN. BINANGUN, KABUPATEN BLITAR
items: ANALISIS BAMBU SEBAGAI STRUKTUR BALOK BANGUNAN RUMAH TINGGAL BERTINGKAT
items: ANALISISA AKTIVITAS MANAJEMEN KONSTRUKSI PADA PROYEK LABORATORIUM BAHASA DAN KOMPUTER SMP NEGERI 1 BESUKI
items: PENGARUH KESELAMATAN DAN KESEHATAN KERJA (K3) TERHADAP KINERJA PEKERJA PROYEK PEMBANGUNAN RSUD CAMPURDARAT

Kajian Studi Literatur Implementasi Kebijakan Pemeliharaan Infrastruktur Jalan Raya Terhadap Keberlanjutan Mobilitas Masyarakat Perkotaan di Indonesia
type: item
description: Infrastruktur jalan raya memegang peranan vital dalam mendukung mobilitas dan aktivitas ekonomi masyarakat perkotaan di Indonesia, namun kondisi kerusakan jalan yang mencapai angka mengkhawatirkan di berbagai daerah menunjukkan adanya permasalahan serius dalam implementasi kebijakan pemeliharaan. Penelitian ini bertujuan menganalisis implementasi kebijakan pemeliharaan infrastruktur jalan raya di Indonesia dan dampaknya terhadap keberlanjutan mobilitas masyarakat perkotaan, mengidentifikasi praktik terbaik dan kendala dalam pelaksanaannya, serta merumuskan rekomendasi kebijakan yang lebih efektif. Metode penelitian menggunakan pendekatan kualitatif dengan studi literatur sistematis terhadap publikasi tahun 2021-2025, meliputi artikel jurnal, laporan penelitian, dan dokumen kebijakan yang dianalisis menggunakan teknik analisis konten tematik. Hasil penelitian menunjukkan bahwa meskipun kerangka regulasi pemeliharaan jalan telah cukup komprehensif, implementasinya masih terkendala oleh keterbatasan anggaran, koordinasi antar-lembaga yang belum optimal, dan lemahnya sistem monitoring. Kualitas pemeliharaan jalan terbukti memiliki hubungan signifikan dengan keberlanjutan mobilitas perkotaan, terutama dalam aspek aksesibilitas, efisiensi transportasi, dan pertumbuhan ekonomi lokal. Penelitian menyimpulkan bahwa diperlukan penguatan sistem manajemen aset berbasis teknologi, peningkatan alokasi anggaran, koordinasi kelembagaan yang lebih efektif, serta pemberdayaan partisipasi masyarakat untuk mewujudkan pemeliharaan jalan yang berkelanjutan dan mendukung mobilitas masyarakat perkotaan yang lebih baik.
subject: Articles
  topic: section
subject: pemeliharaan infrastruktur jalan raya
  topic: keywords
subject: kebijakan infrastruktur
  topic: keywords
subject: mobilitas berkelanjutan
  topic: keywords
subject: manajemen aset jalan
  topic: keywords
subject: transportasi perkotaan
  topic: keywords
creator: Agista Yudhis Mahadika
creator: Muhammad Dafa Nuril Raihan
creator: Lutfan Anas Zahir Zahir
rights: Copyright (c) 2026 Agista Yudhis Mahadika, Muhammad Dafa Nuril Raihan, Lutfan Anas Zahir Zahir https://creativecommons.org/licenses/by-sa/4.0
date: 2026-01-01
publication date: 2026-01-01
starting page: 19
ending page: 31
doi: 10.36563/3ekygp54

ANALIS DAMPAK KERUSAKAN JALAN TERHADAP PENGGUNA JALAN DAN LINGKUNGAN
type: item
description: Abstrak Kerusakan jalan merupakan permasalahan umum yang terjadi pada berbagai kelas jalan di Indonesia dan memberikan dampak signifikan terhadap keselamatan, kenyamanan berkendara, efisiensi perjalanan, serta kualitas lingkungan sekitar. Penelitian ini bertujuan untuk menganalisis jenis-jenis kerusakan jalan, mengidentifikasi penyebab dominan, serta memahami dampaknya terhadap pengguna jalan dan lingkungan. Metode penelitian menggunakan pendekatan deskriptif kualitatif yang didukung observasi lapangan, dokumentasi, dan kajian literatur. Hasil penelitian menunjukkan bahwa jenis kerusakan yang sering ditemukan meliputi lubang (potholes), retak (cracks), amblas (rutting), kerusakan tepi (edge ​​break), dan permukaan terkelupas (ravelling). Kerusakan tersebut meningkatkan biaya operasi kendaraan, risiko kecelakaan, keterlambatan lalu lintas, serta emisi karbon akibat perlambatan dan pengereman berulang. Dari aspek lingkungan, kerusakan jalan turut berkontribusi terhadap polusi debu, gangguan, penampungan udara, dan gangguan sistem drainase. Penelitian menyimpulkan bahwa pemeliharaan rutin, perencanaan drainase yang baik, serta penggunaan material perkerasan yang lebih tahan lama mampu mengurangi tingkat kerusakan. Penelitian lanjutan dapat menghasilkan pemodelan kuantitatif untuk prediksi tingkat kerusakan serta evaluasi strategi pemeliharaan berbasis biaya.
subject: Articles
  topic: section
subject: jalan
  topic: keywords
subject: lingkungan
  topic: keywords
subject: perkerasan
  topic: keywords
subject: kerusakan jalan
  topic: keywords
subject: pengguna jalan
  topic: keywords
subject: analisis dampak
  topic: keywords
creator: Rafi Assyiva'
creator: Oxsa Tobfa Dharma Erlangga
creator: Danang Hadi Nugroho
rights: Copyright (c) 2026 Rafi Assyiva', Oxsa Tobfa Dharma Erlangga, Danang Hadi Nugroho https://creativecommons.org/licenses/by-sa/4.0
date: 2026-01-01
publication date: 2026-01-01
starting page: 10
ending page: 18
doi: 10.36563/cyabbf03

ANALISIS KERUSAKAN JALAN RAYA DAN DAMPAKNYA: STUDI KASUS KONDISI JALAN DI TULUNGAGUNG
type: item
description: Abstract Road damage is one of the infrastructure issues that can negatively affect traffic safety, comfort, and flow efficiency. In Tulungagung Regency, several road segments show notable deterioration, particularly in the form of surface waves, cracks, and pavement deformation that are clearly visible in areas with high traffic activity. This study aims to analyze the types of road damage occurring in the region and to identify their impacts on road users and the surrounding community. The research was conducted through literature review, non-measurement visual observation, and the collection of public complaints from residents who frequently travel through the affected roads. The findings indicate that the dominant types of damage include surface undulation and structural cracking, both of which may increase accident risks, reduce driving comfort, and slow down traffic flow, especially during peak hours. Furthermore, deteriorated road conditions contribute to higher vehicle operating costs and growing dissatisfaction among the public. This study provides an initial overview of road damage conditions in Tulungagung and may serve as a reference for future research and road improvement planning by relevant authorities. Keywords: Road damage assessment; impact of road damage; road condition; traffic safety. Abstrak Kerusakan jalan raya merupakan salah satu masalah infrastruktur yang berpotensi mengganggu keselamatan, kenyamanan, dan kelancaran lalu lintas. Di Kabupaten Tulungagung, beberapa ruas jalan menunjukkan kerusakan yang cukup signifikan, terutama berupa gelombang, retak, dan deformasi permukaan yang terlihat jelas pada area-area dengan aktivitas lalu lintas yang tinggi. Penelitian ini bertujuan untuk menganalisis bentuk-bentuk kerusakan jalan yang terjadi pada wilayah tersebut serta mengidentifikasi dampaknya terhadap pengguna jalan maupun lingkungan sekitar. Metode penelitian dilakukan melalui studi literatur, observasi visual non-pengukuran, dan pengumpulan…
subject: Articles
  topic: section
subject: Road damage assessment
  topic: keywords
subject: Impact of road damage
  topic: keywords
subject: Road condition
  topic: keywords
subject: Traffic safety
  topic: keywords
creator: Silvia Dini Kusuma
creator: Awalinda Nurtiya
creator: Mohammad Muhlis
rights: Copyright (c) 2026 Silvia Dini Kusuma, Awalinda Nurtiya, Mohammad Muhlis https://creativecommons.org/licenses/by-sa/4.0
date: 2025-12-31
publication date: 2025-12-31
starting page: 42
ending page: 51
doi: 10.36563/3ns2r303

ANALISIS KERUSAKAN JALAN TERHADAP TINGKAT KECELAKAAN LALU LINTAS DI AREA RAWAN KECELAKAAN
type: item
description: Penelitian ini bertujuan untuk mengidentifikasi dan mengevaluasi dampak kerusakan jalan terhadap ketidaknyamanan, risiko kecelakaan, dan kerugian ekonomi yang dialami oleh pengguna jalan serta masyarakat sekitar. Data yang menjadi dasar analisis mencakup berbagai jenis kerusakan seperti retak kulit buaya, retak memanjang, retak sambungan, perbedaan ketinggian antara badan jalan dan bahu jalan, tambalan, dan lubang. Kerusakan-kerusakan ini tidak hanya menurunkan kenyamanan pengguna jalan akibat getaran dan kondisi permukaan jalan yang tidak rata, tetapi juga mengurangi rasa aman bagi para pengendara dan masyarakat sekitar yang harus menghadapi risiko kecelakaan yang lebih tinggi. Analisis berdasarkan aspek kenyamanan menunjukkan bahwa kecelakaan kendaraan adalah faktor keamanan yang paling signifikan. Selain itu, efektivitas perjalanan juga menjadi faktor penting yang memengaruhi kenyamanan pengguna jalan, di mana kerusakan jalan menimbulkan hambatan perjalanan dan penurunan kualitas pengalaman berkendara. Dampak lain yang dirasakan oleh masyarakat sekitar adalah meningkatnya pencemaran udara, yang sebagian besar disebabkan oleh kemacetan dan perlambatan kendaraan akibat kondisi jalan yang buruk. Oleh sebab itu, upaya perbaikan dan pemeliharaan infrastruktur jalan harus mempertimbangkan tidak hanya aspek fisik jalan, tetapi juga keselamatan lalu lintas, kenyamanan pengguna, dan lingkungan agar manfaatnya dapat dirasakan secara luas.
subject: Articles
  topic: section
subject: kerusakan jalan
  topic: keywords
subject: kecelakaan lalu lintas
  topic: keywords
subject: area rawan kecelakaan
  topic: keywords
subject: keselamatan jalan
  topic: keywords
subject: analisis statistik
  topic: keywords
creator: Daffa Danendra Aryasatya
creator: Ikmal Syukronni'am
creator: Aditya Purnama
rights: Copyright (c) 2026 Daffa Danendra Aryasatya, Ikmal Syukronni'am, Aditya Purnama https://creativecommons.org/licenses/by-sa/4.0
date: 2026-01-01
publication date: 2026-01-01
starting page: 1
ending page: 9
doi: 10.36563/h4v9se14

Analisis Pengaruh Geometri Jalan Terhadap Tingkat Kecelakaan pada Jalan Perkotaan
type: item
description: Keselamatan lalu lintas perkotaan sangat ditentukan oleh kesesuaian geometri jalan dengan standar, karena elemen jalan seperti lebar lajur, radius belok, superelevasi, kemiringan silang, dan jarak pandang henti secara langsung memengaruhi kenyamanan dan stabilitas pengemudi. Parameter yang tidak memadai sering kali menciptakan kondisi berkendara yang kurang aman, terutama di jaringan jalan perkotaan dengan volume lalu lintas tinggi dan interaksi kendaraan yang kompleks. Studi ini mengkaji hubungan antara karakteristik geometri jalan dan tingkat kecelakaan dengan menganalisis data kecelakaan beberapa tahun terakhir dan data geometri jalan terkait yang tercatat dalam dokumen teknis dan basis data perencanaan. Pendekatan analitis dilakukan melalui identifikasi titik rawan kecelakaan menggunakan metode Angka Kecelakaan Ekuivalen (EAN), kemudian dilanjutkan dengan pemodelan statistik yang mengevaluasi kontribusi setiap variabel geometri terhadap frekuensi kecelakaan. Faktor-faktor kunci yang memengaruhi tingkat kecelakaan yang tinggi adalah radius belok yang kecil, jarak pandang terbatas karena konfigurasi geometris, dan variasi lebar lajur, menurut hasil analisis. Temuan ini menegaskan perlunya evaluasi desain geometrik berkala berdasarkan data yang ada sebagai daya ungkit untuk peningkatan keselamatan lalu lintas perkotaan.
subject: Articles
  topic: section
subject: geometri jalan
  topic: keywords
subject: kecelakaan lalu lintas
  topic: keywords
subject: jalan perkotaan
  topic: keywords
subject: radius tikungan
  topic: keywords
subject: keselamatan jalan
  topic: keywords
creator: Irza Asyafik Al Muhtadi
creator: Surya Hadiwijaya
creator: Danang Wijanarko
rights: Copyright (c) 2026 Irza Asyafik Al Muhtadi, Surya Hadiwijaya, Danang Wijanarko https://creativecommons.org/licenses/by-sa/4.0
date: 2025-12-31
publication date: 2025-12-31
starting page: 32
ending page: 41
doi: 10.36563/2nz1d675

PERBANDINGAN KINERJA PADA PONDASI DANGKAL DAN PONDASI DALAM PADA BANGUNAN DI DAERAH RAWAN GEMPA
type: item
description: Abstract The foundation is an important element in building construction which functions to distribute the load to the ground below. In earthquake-prone areas, choosing the type of foundation is crucial to ensure building stability. This research compares the performance of shallow foundations and deep foundations based on literature studies. The results show that deep foundations are superior in dealing with dynamic loads due to earthquakes because of their ability to distribute loads to deeper and more stable soil layers. However, shallow foundations can still be used in stable soil conditions with light structural loads. The main recommendation is the use of deep foundations or a combination of methods such as pile-raft foundations to increase the stability of the building. Keywords: backfill sand; continuous foundation; construction; stability; burden Abstrak Pondasi merupakan elemen penting dalam konstruksi bangunan yang berfungsi menyalurkan beban ke tanah di bawahnya. Di daerah rawan gempa, pemilihan jenis pondasi menjadi krusial untuk menjamin stabilitas bangunan. Penelitian ini membandingkan kinerja pondasi dangkal dan pondasi dalam berdasarkan studi pustaka. Hasil menunjukkan bahwa pondasi dalam lebih unggul dalam menghadapi beban dinamis akibat gempa karena kemampuannya menyalurkan beban ke lapisan tanah yang lebih dalam dan stabil. Namun, pondasi dangkal tetap dapat digunakan pada kondisi tanah yang stabil dengan beban struktur yang ringan. Rekomendasi utama adalah penggunaan pondasi dalam atau kombinasi metode seperti pondasi tiang-rakit untuk meningkatkan stabilitas bangunan. Kata kunci: pasir urug; pondasi menerus; konstruksi; stabilitas; beban
subject: Articles
  topic: section
subject: pasir urug
  topic: keywords
subject: pondasi menerus
  topic: keywords
subject: konstruksi
  topic: keywords
subject: stabilitas
  topic: keywords
subject: beban
  topic: keywords
creator: Alvinda Heilminavaza Elwava
creator: Desti Refika Putri
creator: Lutfan Anas Zahir
rights: Copyright (c) 2025 2025
date: 2025-06-30
publication date: 2025-06-30
starting page: 35
ending page: 39
doi: 10.36563/daktilitas.v5i1.1647

EFEKTIVITAS TEKNOLOGI BASE ISOLATION DALAM MENGURANGI GAYA GESER DAN MENINGKATKAN STABILITAS STRUKTUR BANGUNAN TAHAN GEMPA
type: item
description: Abstract The use of base isolation as an earthquake mitigation technology is an innovative solution in designing earthquake-resistant building foundations, especially in areas with high seismic activity. This study aims to analyze the performance of base separation in damping earthquake forces received by the upper structure. Literature studies were conducted by referring to various previous studies showing that this technology can dampen the structural response to ground vibrations, extend the vibration period, and increase the overall stability of the building. The analysis was carried out by modeling the base separation system using simulation software to study its effect on base shear forces and structural cooling. The simulation results show that base separation can dampen base shear forces by up to 58% compared to conventional structures without isolation. This technology also shows advantages in maintaining structural integrity during major earthquakes. These findings are expected to be a reference for building design to improve the safety and resilience of building structures in earthquake-prone areas. Keywords: base isolation, earthquake mitigation, foundation design, base shear force, earthquake resistant building Abstrak Pemanfaatan base isolation sebagai teknologi mitigasi gempa bumi menjadi solusi inovatif dalam perancangan pondasi bangunan tahan gempa, terutama pada daerah dengan aktivitas seismik tinggi. Penelitian ini bertujuan untuk menganalisis kinerja base isolation dalam meredam gaya gempa yang diterima oleh struktur atas. Studi literatur dilakukan dengan mengacu pada berbagai penelitian terdahulu yang menunjukkan bahwa teknologi ini dapat meredam respon struktur terhadap getaran tanah, memperpanjang periode getaran, dan meningkatkan stabilitas bangunan secara keseluruhan. Analisis dilakukan dengan memodelkan sistem base isolation menggunakan perangkat lunak simulasi untuk mempelajari pengaruhnya terhadap gaya geser dasar dan deformasi struktur. …
subject: Articles
  topic: section
subject: base isolation
  topic: keywords
subject: mitigasi gempa
  topic: keywords
subject: desain pondasi
  topic: keywords
subject: gaya geser dasar
  topic: keywords
subject: bangunan tahan gempa
  topic: keywords
creator: Mochamad Valdiansyah
creator: Ferninda Isma Dea Prastica
creator: Danang Hadi Nugroho
rights: Copyright (c) 2025 2025
date: 2025-06-30
publication date: 2025-06-30
starting page: 29
ending page: 34
doi: 10.36563/daktilitas.v5i1.1646

ANALISIS INTERAKSI TANAH STRUKTUR PADA SISTEM PONDASI GRUP DENGAN VARIASI JARAK ANTAR TIANG
type: item
description: Abstract This research investigates the soil-structure interaction behavior in pile group foundation systems with varying pile spacing configurations. The study employs both numerical modeling and field testing to analyze the load distribution mechanisms and settlement characteristics. Using finite element analysis and full-scale load tests, the research examines pile group efficiencies at spacings ranging from 2.5D to 4D, where D represents pile diameter. Results indicate that pile spacing significantly influences group behavior, with optimal efficiency achieved at 3.5D spacing. The study provides crucial insights for foundation design optimization in challenging soil conditions. The findings demonstrate that pile-soil-pile interaction effects diminish substantially at spacings beyond 4D, while spacings below 3D show marked reduction in individual pile capacity. Keywords: Pile group efficiency; soil-structure interaction; foundation engineering; pile spacing; settlement analysis. Abstrak Penelitian ini mengkaji perilaku interaksi tanah-struktur pada sistem pondasi grup tiang dengan variasi jarak antar tiang. Studi ini menggunakan pemodelan numerik dan pengujian lapangan untuk menganalisis mekanisme distribusi beban dan karakteristik penurunan. Melalui analisis elemen hingga dan uji pembebanan skala penuh, penelitian ini meneliti efisiensi grup tiang pada jarak 2,5D hingga 4D, dimana D adalah diameter tiang. Hasil menunjukkan bahwa jarak antar tiang secara signifikan mempengaruhi perilaku grup, dengan efisiensi optimal dicapai pada jarak 3,5D. Studi ini memberikan wawasan penting untuk optimasi desain pondasi dalam kondisi tanah yang menantang. Temuan menunjukkan bahwa efek interaksi tiang-tanah-tiang berkurang secara substansial pada jarak lebih dari 4D, sementara jarak di bawah 3D menunjukkan pengurangan yang nyata dalam kapasitas tiang individu. Kata kunci: Efisiensi grup tiang; interaksi tanah-struktur; teknik pondasi; jarak antar tiang; analisis penurunan.
subject: Articles
  topic: section
subject: Efisiensi grup tiang
  topic: keywords
subject: interaksi tanah-struktur
  topic: keywords
subject: teknik pondasi
  topic: keywords
subject: jarak antar tiang
  topic: keywords
subject: analisis penurunan
  topic: keywords
creator: Muhammad Wahyu Hakim
creator: Regga Aldofa Reviandika
creator: Muhammad Muhlis
rights: Copyright (c) 2025 2025
date: 2025-06-30
publication date: 2025-06-30
starting page: 21
ending page: 28
doi: 10.36563/daktilitas.v5i1.1644

STUDI PENGEMBANGAN KONSEP TOD DI KAWASAN STASIUN BLITAR PELUANG, KENDALA, DAN SOLUSI
type: item
description: Abstract This study analyzes the development of the Transit-Oriented Development (TOD) concept in the Blitar Station area, focusing on existing opportunities, challenges, and solutions. TOD is a planning approach that integrates land use and transportation systems to create sustainable and affordable environments. The research employs both qualitative and quantitative methods, utilizing surveys, interviews, and document analysis related to the socio-economic conditions and infrastructure of the area. The findings indicate that the Blitar Station area has significant potential for TOD development, including good accessibility to public transportation and available vacant land for utilization. However, challenges include a lack of policy support, inadequate infrastructure, and difficulties in community participation. This study recommends several strategic solutions to optimize TOD development in the Blitar Station area, such as enhancing collaboration among stakeholders, developing pedestrian-friendly supporting infrastructure, and raising public awareness about the benefits of TOD. Consequently, this research aims to contribute to more sustainable urban and regional planning in Indonesia. Keywords: Transit-Oriented Development (TOD) ; Blitar Station Area ; Opportunities and Challenges Abstrak Penelitian ini menganalisis pengembangan konsep Transit-Oriented Development (TOD) di kawasan Stasiun Blitar, dengan fokus pada peluang, kendala, dan solusi yang ada. TOD adalah pendekatan perencanaan yang mengintegrasikan penggunaan lahan dan sistem transportasi untuk menciptakan lingkungan yang berkelanjutan dan terjangkau. Metode penelitian yang digunakan adalah kualitatif dan kuantitatif, melalui survei, wawancara, dan analisis dokumen terkait kondisi sosial-ekonomi serta infrastruktur kawasan. Hasil penelitian menunjukkan bahwa kawasan Stasiun Blitar memiliki potensi signifikan untuk pengembangan TOD, seperti aksesibilitas yang baik terhadap transportasi publik dan adanya …
subject: Articles
  topic: section
subject: Kawasan Berorientasi Transit
  topic: keywords
subject: Kawasan Stasiun Blitar
  topic: keywords
subject: Peluang dan Kendala
  topic: keywords
creator: Kevie Desderius
creator: Titik Poerwati
creator: Calvin Napoleon Bonaparte Lepa Magana
creator: Nikolas Arinanda Aprilio Ginting
creator: Haura Venny Nadhira
creator: Ainur Nisa Amalia
rights: Copyright (c) 2025
date: 2025-06-30
publication date: 2025-06-30
starting page: 1
ending page: 10
doi: 10.36563/daktilitas.v5i1.1442

EKSPERIMENTAL PEMANFAATAN LIMBAH BANNER (POLYVINIL CHLORIDA) DALAM PEMBUATAN MORTAR BERSERAT (FIBER MORTAR)
type: item
description: ABSTRACT Fiber concrete is a composite concrete consisting of ordinary concrete and fiber materials. The purpose of adding fiber is to increase the tensile strength of concrete, so that concrete is resistant to tensile forces due to weather, climate and temperature. In this research, the manufacture of mortar with banner fiber added material was carried out to determine the compressive strength, flexural strength, and tensile strength of fibrous mortar. The method used is an experimental method by adding synthetic fiber Polyvinyl Chloride in banner waste as an added ingredient in the manufacture of fibrous mortar. The variation of banner waste fiber used is 0%, 1%, 2% and 3%. The fiber length used is 10 x 1 mm. From the test results, it was found that the compressive strength and flexural strength of the mortar decreased and the tensile strength of the mortar increased at a percentage of 1.51% by 1.66 MPa. The average yield of axial tensile strength at 1% is 1.70 MPa, 2% is 1.49 MPa, 3% is 1.42 MPa which is higher than the average axial tensile strength at 0% mortar of 1. 35%. Keywords: banner fiber waste; fiber concrete; fiber mortar. ABSTRAK Beton berserat merupakan beton komposit yang terdiri dari beton biasa dan bahan serat. Tujuan ditambahkan serat untuk meningkatkan kekuatan tarik beton, sehingga beton tahan terhadap gaya tarik akibat dari cuaca, iklim dan temperatur. Dalam penelitian ini dilakukan pembuatan mortar dengan bahan tambah serat banner untuk mengetahui kuat tekan, kuat lentur, kuat tarik pada mortar berserat. Metode yang dilakukan adalah metode eksperimen dengan menambahkan serat sintesis Polyvinil Chlorida yang ada pada limbah banner sebagai bahan tambah dalam pembuatan mortar berserat. Variasi serat limbah banner yang digunakan adalah 0%, 1%, 2% dan 3%. Panjang serat yang digunakan berukuran 10 x 1 mm. Dari hasil pengujian didapatkan kuat tekan dan kuat lentur mortar menurun dan kuat tarik mortar meningkat pada persentase 1,51% sebesar 1,66 MPa. …
subject: Articles
  topic: section
subject: beton berserat
  topic: keywords
subject: mortar berserat
  topic: keywords
subject: serat limbah banner
  topic: keywords
creator: HADI SURYA WIBAWANTO SUNARWADI
creator: DANANG HADI NUGROHO
creator: RESIA DINI APRIANI
rights: Copyright (c) 2023
date: 2023-06-30
publication date: 2023-06-30
starting page: 94
ending page: 100
doi: 10.36563/daktilitas.v3i2.953

PENGUATAN BALOK KAYU SENGON (PARASERIANTHES FALCATARIA) DENGAN MENGGUNAKAN CFRP DALAM MENAHAN BEBAN LENTUR
type: item
description: ABSTRACT Sengon wood (Paraserianthes Falcataria) is one of the wood varieties that is often used in Indonesia in the forest industry. This type of wood was chosen because it grows quickly, can grow in various types of soil, has superior silvicultural properties, and the quality of the wood is suitable for use in making panels and for carpentry purposes. However, the disadvantage of using wooden beams is their inability to withstand bending loads. So that the strength of wooden beams in withstanding bending loads can be increased, a method that can be applied is to use additional materials such as Carbon Fiber Reinforced Polymer (CFRP). CFRP is a material that has a high level of strength and stiffness and is resistant to corrosion. In general, this series of research involves numerical analysis of sengon wood beams, both reinforced and unreinforced using CFRP, using solid element modeling in the Midas Gen 2019 program. After that, the results of the numerical analysis of the two conditions will be discussed and compared . Analysis of strengthening sengon wood beams with CFRP involves beams with dimensions of 6 cm wide, 12 cm high, and 400 cm long. The CFRP used in this research is a unidirectional mat (UDM) fiber type with a thickness of 2 mm. As the name suggests, this sheet has fibers oriented in one direction, where the fiber arrangement is maximized to withstand loads with an orientation in line with the direction of the fibers. Generally, this sheet is often used to strengthen beams and frames. From the analysis results on sengon wood beams without CFRP reinforcement and beams reinforced with CFRP, it can be concluded that CFRP reinforcement resulted in a reduction in bending stress of 18.86%. In addition, there was a decrease in shear stress of 7.8% in the sengon wood beams reinforced with CFRP, as well as a decrease in deflection of 28.57% with the CFRP reinforcement. Keywords: Sengon wood, CFRP, shear, deflection, bending ABSTRAK Kayu Sengon (Paraserianthes …
subject: Articles
  topic: section
subject: kayu sengon
  topic: keywords
subject: CFRP
  topic: keywords
subject: Geser
  topic: keywords
subject: lendutan
  topic: keywords
subject: lentur
  topic: keywords
creator: ADITYA PURNAMA
creator: MARTHIN BAGOES NUGROHO
rights: Copyright (c) 2023
date: 2023-06-30
publication date: 2023-06-30
starting page: 75
ending page: 93
doi: 10.36563/daktilitas.v3i2.952

IMPLEMENTASI PEMODELAN MATEMATIKA MENGGUNAKAN ALGORITMA GENETIKA DALAM MENYELESAIKAN PERMASALAHAN PENJADWALAN PROYEK KONSTRUKSI BANGUNAN
type: item
description: ABSTRACT The development of digitalization has accelerated since the covid-19 pandemic that hit the world in 2019. The role of digitalization in the economy is increasingly important, and is one of the enabling factors to increase economic competitiveness in a country. Indonesia realizes the importance of digitalization for a country so that it has initiated the mainstreaming of digital transformation and the implementation of the Strategic Priority Project (Major Project) "Information and Communication Technology Infrastructure to Drive Digital Transformation". The rapid development of technology provides many options for a construction service company to determine the methods and tools of Metaheruistic search algorithms that can be modeled or adapted to various problems including scheduling. This scheduling system aims to minimize the average value of cost deviations. Critical path method (CPM) is used to minimize cost deviation. Critical path analysis produces a length of time intended for completion of the project work duration. Determination of the critical path in this study using Genetic Algorithm. The results of the research on the data of 20 jobs with 3 constraint functions of duration, predecessor, and cost obtained optimal critical path results with the critical path sequence ['D', 'A', 'B', 'G', 'C', 'E', 'H', 'F', 'K', 'I', 'L', 'J', 'M', 'N', 'O', 'P', 'Q', 'R', 'T', 'S']. Optimal Project Duration: 78 and Optimal Project Cost: 64000. Keywords: Critical Path Method (CPM), Genetic Algorithm, , Optimization, Scheduling,VScode. ABSTRAK Digitalisasi telah berkembang lebih cepat sejak pandemi COVID-19 melanda dunia pada 2019. Digitalisasi menjadi semakin penting dalam ekonomi dan merupakan salah satu komponen yang dapat meningkatkan daya saing ekonomi suatu negara. Indonesia telah memulai pengarusutamaan transformasi digital dan memulai Proyek Prioritas Strategis "Infrastruktur Teknologi Informasi dan Komunikasi untuk Mendorong Transformasi Digital" sebagai …
subject: Articles
  topic: section
subject: algoritma genetika
  topic: keywords
subject: critical part method (CPM)
  topic: keywords
subject: optimasi
  topic: keywords
subject: penjadwalan
  topic: keywords
subject: vscode
  topic: keywords
creator: LUTFAN ANAS ZAHIR
creator: KRISNA ACHMAD SUHUDI
rights: Copyright (c) 2023
date: 2024-02-07
publication date: 2024-02-07
starting page: 62
ending page: 74
doi: 10.36563/daktilitas.v3i2.962

MENGKAJI KARAKTERISTIK PARKIR KENDARAAN DI TEPI JALAN DI AREA PARKIR PASAR NGEMPLAK, KABUPATEN TULUNGAGUNG
type: item
description: ABSTRACT Ngemplak Market in Tulungagung Regency is a popular choice among the community to fulfill their daily shopping needs. As a destination that attracts visitors from various regions, it requires adequate parking facilities. The author conducted a field survey, recording the entry and exit times around Ngemplak Market as well as the license plates of passing cars. The survey was conducted for three days, from March 13, 2023 to March 15, 2023, starting at 06.00-18.00 WIB. Based on the results of data analysis, the parking lot accommodates a maximum of 33 four-wheeled vehicles and 78 two-wheeled vehicles. A total of 1828 twowheelers and 593 four-wheelers constitute the peak parking volume. For four-wheelers, the maximum turnover rate is 8.85 vehicles/space/12 hours, while for two-wheelers it is 2.18 vehicles/space/12 hours. For fourwheelers, the parking index is 49.3%; for two-wheelers it is 9.5%. For four-wheelers, the average waiting time is 2.85 minutes; for two-wheelers it is 0.48 minutes. Four-wheelers require 412.5 m2 of parking space, and cars require 117 m2. Keywords: Parking Accumulation, Turnover Parking, Indeks Parking, Headway ABSTRAK Pasar Ngemplak di Kabupaten Tulungagung merupakan pilihan populer di kalangan masyarakat untuk memenuhi kebutuhan belanja sehari-hari. Sebagai destinasi yang menarik pengunjung dari berbagai daerah, diperlukan fasilitas parkir yang memadai. Penulis melakukan survei lapangan, mencatat waktu masuk dan keluar di sekitar Pasar Ngemplak serta pelat nomor mobil yang melintas. Survei dilakukan selama tiga hari, dari tanggal 13 Maret 2023 hingga 15 Maret 2023, mulai pukul 06.00-18.00 WIB. Berdasarkan hasil analisis data, tempat parkir tersebut menampung maksimal 33 kendaraan roda empat dan 78 kendaraan roda dua. Sebanyak 1828 kendaraan roda dua dan 593 kendaraan roda empat merupakan volume parkir puncak. Untuk kendaraan roda empat, tingkat perputaran maksimum adalah 8,85 kendaraan/ruang/12 jam, sedangkan untuk kendaraan roda dua…
subject: Articles
  topic: section
subject: akumulasi parkir
  topic: keywords
subject: turnover parking
  topic: keywords
subject: indeks parking
  topic: keywords
subject: headway
  topic: keywords
creator: MOHAMMAD MUHLIS
creator: WAHYU ZADHA HUTAHAEAN
rights: Copyright (c) 2023
date: 2024-02-07
publication date: 2024-02-07
starting page: 52
ending page: 61
doi: 10.36563/daktilitas.v3i2.961

PENINGKATAN TATA LETAK PERSIMPANGAN BERSINYAL MELALUI ANALISIS PANJANG ANTRIAN DENGAN PENGURANGAN LATENSI (STUDI KASUS: JALAN RAYA BOYOLANGU-JALAN MOH.YAMIN-JALAN RAYA PUCUNG KIDUL)
type: item
description: ABSTRACT Rapid urban development requires monitoring and evaluation of intersection conditions, especially in urban areas where space availability is very limited. As a result, traffic handling becomes very important, so knowledge of the volume and capacity characteristics of road segments is essential. The correlation a comparison of the intersection's wait time and queue length, along Considering the assessment of the intersection's operating effectiveness under investigation. original information collected from field surveys at the intersection of Jalan Raya Boyolangu. The main source of this data collection is the Jalan Raya Moh. Yamin - Jalan Raya Pucung Kidul intersection. In addition, supplementary materials for this study were derived from calculations and hypotheses contained in literature books. A week-long traffic volume survey gathered information for data analysis. The Highway Capacity Manual (HCM) 1985 and Ideas contained in the Indonesian Road Capacity Manual (MKJI) 1997 were used to ascertain the queue value, latency, length, as well as the level of intersection approach saturation. Drawing from the outcomes in the domain, the degree of saturation values on Jalan Raya Boyolangu, Jalan Moh. Yamin, and Jalan Raya Pucung Kidul are 0.68, 0.288, and 1.144. This demonstrates how poorly the road is maintained because the waiting time and waiting time are affected by the degree of saturation. Therefore, it is necessary to assess green time or divert some traffic for public transportation to other routes. Keywords: signalized intersection, delays, MKJI 1997 ABSTRAK Perkembangan kota yang pesat membutuhkan pemantauan dan evaluasi keadaan persimpangan, terutama di kota-kota yang kekurangan ruang yang tersedia. Akibatnya, penanganan lalu lintas menjadi sangat penting, sehingga pengetahuan tentang karakteristik volume dan kapasitas segmen jalan menjadi sangat penting. Korelasi perbandingan waktu tunggu persimpangan dan panjang antrian, dengan mempertimbangkan pen…
subject: Articles
  topic: section
subject: persimpangan bersinyal
  topic: keywords
subject: tundaan
  topic: keywords
subject: MKJI 1997
  topic: keywords
creator: DANANG WIJANARKO
creator: ALMIZAN DICKY KURNIAWAN
rights: Copyright (c) 2023
date: 2023-06-30
publication date: 2023-06-30
starting page: 43
ending page: 51
doi: 10.36563/daktilitas.v3i2.959

OPTIMASI KUAT TEKAN BETON DENGAN JARINGAN SYARAF TIRUAN METODE MULTI LAYER PERCEPTRON
type: item
description: Abstract The optimization of concrete compressive strength is crucial for the development of durable and high-performance concrete structures. Thisㅤstudyㅤinvestigatesㅤthe applicationㅤof Artificial NeuralㅤNetworksㅤ(ANN) using Multi-Layer Perceptron (MLP) regression techniques to optimize the mix design of concrete. By leveraging MLP, a type of ANN known for its ability to model complex non-linear relationships, we aim to predict and enhance the compressiveㅤstrength of concrete based on various mix proportions. The study utilizes a dataset comprising different mix designs, including cement, water, aggregates, and admixtures. The MLP model is trained and validated using this dataset, demonstrating its capability to accurately predict concrete compressive strength. Results indicate that the MLP-based ANN model outperforms traditional mix design methods, providing more precise and reliable predictions. This approach not only enhancesㅤtheㅤunderstandingㅤofㅤtheㅤrelationships between mix components and compressive strength but also offers a robust tool for engineers to optimize concrete mixes effectively. The findings highlight the potential of integrating advanced computational techniques in civil engineering to achieve superior material performance.. Keywords: Optimization, Artificial Neural Networks, Multi-Layer Perceptron, Concrete Mix Design, Construction Materials Abstrak Optimasi kuat tekan beton sangat penting untuk pengembangan struktur beton yang tahan lama dan berkinerja tinggi. Studi ini meneliti penerapan Jaringan Syaraf Tiruan (JST) menggunakan teknik regresi Multi-Layer Perceptron (MLP) untuk mengoptimalkan desain campuran beton. Dengan memanfaatkan MLP, jenis JST yang dikenal karena kemampuannya untuk memodelkan hubungan non-linear yang kompleks, kami bertujuan untuk memprediksi dan meningkatkan kuat tekan beton berdasarkan berbagai proporsi campuran. Studi ini menggunakan dataset yang terdiri dari berbagai desain campuran, termasuk semen, air, agregat, dan b…
subject: Articles
  topic: section
subject: Optimization
  topic: keywords
subject: Artificial Neural Networks
  topic: keywords
subject: Multi-Layer Perceptron
  topic: keywords
subject: Concrete Mix Design
  topic: keywords
subject: Construction Materials
  topic: keywords
creator: LUTFAN ANAS ZAHIR
creator: SULIANA MAFIROH
rights: Copyright (c) 2024
date: 2024-06-29
publication date: 2024-06-29
starting page: 45
ending page: 55
doi: 10.36563/daktilitas.v4i01.1161

PERENCANAAN JARINGAN AIR BERSIH DI KECAMATAN LAMAKNEN SELATAN, KOTA ATAMBUA
type: item
description: Abstrak The population of Lamaknen District, Atambua City, is 1,12,510 people. Based on current conditions, this sub-district has the following clean water supply system: 13 villages and sub-districts. Eight urban communities and five villages (eighty percent) currently have access to clean water; Benteng Village and Lamaknen Village (20%) do not have access to clean water, this is because residents in these two sub-districts still rely on dug wells which cannot necessarily provide clean water. Ensure clean water needs. The challenge that is still faced by every sub-district in Indonesia, including Lamaknen Sub-district, in this case is providing clean water for the community. To achieve this, it is necessary to create a drinking water network design that is suitable for all community needs over the next decade. The aim of this research is to provide a basis for the design of clean water management in Lamaknen District, which aims to preserve public facilities and meet community needs. Therefore, the conclusion of this estimate shows that the people of Nusaniwe District will need 289 lt/s of clean water until 2028. Clean water supply for residential areas must be provided according to the hours when clean water distribution is carried out every day. Planning the water network with the help of the EPANET program, the clean water network can reach two existing settlements with a maximum speed of 5.58 meters per second (pressure 90.59 meters). Keywords: Water network planning, water resources Abstrak Jumlah penduduk Kecamatan Lamaknen, Kota Atambua, adalah 1.12.510 jiwa. Berdasarkan kondisi saat ini, Kecamatan ini memiliki sistem penyediaan air bersih sebagai berikut: 13 desa dan kelurahan Delapan komunitas perkotaan dan lima desa (delapan puluh persen) saat ini telah memiliki akses terhadap air bersih; Desa Benteng dan Desa Lamaknen (20%) belum memiliki akses air bersih, hal ini disebabkan karena penduduk di kedua kelurahan tersebut masih mengandalkan sumur gali yang …
subject: Articles
  topic: section
subject: Water network planning
  topic: keywords
subject: water resources
  topic: keywords
creator: MOHAMMAD MUHLIS
creator: MUHAMMAD RAFI ASSYIVA' NUR BAIHAQI
rights: Copyright (c) 2024
date: 2024-06-29
publication date: 2024-06-29
starting page: 37
ending page: 44
doi: 10.36563/daktilitas.v4i01.1158

OPTIMALISASI PRODUKSI ALAT BERAT DALAM PEKERJAAN GALIAN DAN TANAMAN DI PROYEK JALAN RAYA (STUDI KASUS: JALUR LINTAS SELATAN LOT 2 BLITAR)
type: item
description: Abstrak The effectiveness and success of construction projects is greatly influenced by the productivity of heavy equipment, especially in terms of excavation work and road filling. Road projects include digging and building of embankments. assessing the output of different kinds of heavy machinery used in excavation projects is among this research's goals, and embankments, together with the elements that affect how well such heavy equipment. Operational efficiency of the heavy equipment. Bulldozers, dump trucks and excavators are some of the heavy equipment studied. Direct field observations and interviews with operators and project managers were used to collect productivity data. This research uses a quantitative descriptive analysis methodology, by calculating the volume of material transported by each heavy equipment in one unit of time. Analysis findings show that a number of variables, such as weather, operator skill, ground conditions, and equipment maintenance, influence machine productivity. When working on relatively soft ground, excavators have excellent productivity; however, when working on embankments, bulldozers are more efficient. Transport distance and road conditions have a major impact on dump truck productivity. The results in the field conclude that optimizing the use of heavy equipment is possible by choosing the appropriate tools. according to field conditions, adequate operator training, and routine maintenance of heavy equipment. Implementation of these findings is expected to increase the efficiency of road construction projects, reduce completion time, and reduce operational costs. Keywords: productivity of heavy equipment, excavations, embankments, excavators, dump trucks Abstrak Efektivitas dan keberhasilan proyek pembangunan sangat dipengaruhi oleh produktivitas alat berat, terutama dalam hal pekerjaan penggalian dan penimbunan jalan. Proyek jalan termasuk pekerjaan galian dan timbunan. Mengevaluasi produktivitas berbagai jenis alat ber…
subject: Articles
  topic: section
subject: productivity of heavy equipment
  topic: keywords
subject: excavations
  topic: keywords
subject: embankments
  topic: keywords
subject: excavators
  topic: keywords
subject: dump trucks
  topic: keywords
creator: DANANG WIJANARKO
creator: RANDY WIJAYA RAHMADI
rights: Copyright (c) 2024
date: 2024-06-29
publication date: 2024-06-29
starting page: 25
ending page: 36
doi: 10.36563/daktilitas.v4i01.1157

SEBUAH ULASAN SINGKAT TENTANG BETON AGREGAT DAUR ULANG
type: item
description: Abstract This paper briefly introduces the recycling and regeneration preparation of waste concrete, as well as the crushing and screening process of waste concrete blocks. The properties of crushed aggregate and the physical and mechanical properties of recycled concrete were analyzed, and the research status of compressive strength and splitting tensile strength of waste concrete at home and abroad was summarized and analyzed. Factors such as water-glue ratio, water absorption, apparent density of recycled coarse aggregate, state of recycled coarse aggregate and strength of virgin concrete will affect the strength of recycled aggregate concrete. This paper also summarizes the relationship between the splitting tensile strength of recycled aggregate concrete and the compressive strength of the cube. Keywords: Recycled aggregate concrete; compressive strength; splitting tensile strength. Abstrak Makalah ini secara singkat memperkenalkan persiapan daur ulang dan regenerasi limbah beton, serta proses penghancuran dan penyaringan blok beton limbah. Sifat agregat hancur dan sifat fisik dan mekanik beton daur ulang dianalisis, dan status penelitian kuat tekan dan kuat tarik belah beton limbah di dalam dan luar negeri dirangkum dan dianalisis. Faktor-faktor seperti perbandingan water-glue, daya serap air, berat jenis agregat kasar daur ulang, keadaan agregat kasar daur ulang dan kekuatan beton perawan akan mempengaruhi kekuatan beton agregat daur ulang. Tulisan ini juga merangkum hubungan antara kuat tarik belah beton agregat daur ulang dengan kuat tekan kubus. Kata kunci: Beton agregat daur ulang; kekuatan tekan; kekuatan tarik belah.
subject: Articles
  topic: section
subject: Recycled aggregate concrete
  topic: keywords
subject: compressive strength
  topic: keywords
subject: splitting tensile strength
  topic: keywords
creator: DANANG HADI NUGROHO
creator: HADI SURYA WIBAWANTO SUNARWADI
creator: HERU PRASETYO NUGROHO
rights: Copyright (c) 2024
date: 2024-06-29
publication date: 2024-06-29
starting page: 01
ending page: 10
doi: 10.36563/daktilitas.v4i01.1155

EVALUASI DAMPAK LINGKUNGAN DARI PROYEK PEMBANGUNAN JALUR LINTAS SELATAN DI TULUNGAGUNG
type: item
description: Abstract One of the objectives of road infrastructure development, particularly the Jalur Lintas Selatan (JLS) in Tulungagung, East Java, is to improve connectivity and economic growth in the southern coastal region of Java. However, major attention has been paid to the environmental impacts that the project will have. Using primary data from field surveys and interviews, as well as secondary data from relevant literature, this study aims to evaluate the environmental impacts of the JLS construction. The results showed that construction waste degraded the water quality around the project and increased air pollutants such as CO, NOx, and PM10. In addition, noise has exceeded the safe limit for health. The conclusion is that although this infrastructure has a positive impact on the local economy, better environmental management is needed to mitigate its adverse effects. With the use of environmentally friendly technologies and good waste management, the advancement of infrastructure is expected to be balanced with the welfare of the environment. Keywords: Southern Expressway; environmental impact; air quality; water quality; sustainable development. Abstrak Salah satu tujuan pembangunan infrastruktur jalan, terutama Jalur Lintas Selatan (JLS) di Tulungagung, Jawa Timur, adalah untuk meningkatkan konektivitas dan pertumbuhan ekonomi di wilayah pesisir selatan Jawa. Namun, perhatian utama telah diberikan pada dampak lingkungan yang akan ditimbulkan oleh proyek tersebut. Dengan menggunakan data primer dari survei lapangan dan wawancara, serta data sekunder dari literatur yang relevan, penelitian ini bertujuan untuk mengevaluasi dampak lingkungan dari pembangunan JLS. Hasil penelitian menunjukkan bahwa limbah konstruksi menurunkan kualitas air di sekitar proyek dan meningkatkan polutan udara seperti CO, NOx, dan PM10. Selain itu, kebisingan telah melampaui batas aman bagi kesehatan. Kesimpulannya adalah bahwa meskipun infrastruktur ini berdampak positif pada ekonomi lokal…
subject: Articles
  topic: section
subject: Jalur Lintas Selatan
  topic: keywords
subject: dampak lingkungan
  topic: keywords
subject: kualitas udara
  topic: keywords
subject: kualitas air
  topic: keywords
subject: pembangunan berkelanjutan
  topic: keywords
creator: ALDA WIDYA SAPUTRA
creator: PRASETYA ARIE HENDRAYANSYAH
creator: LUTFAN ANAS ZAHIR
rights: Copyright (c) 2024
date: 2024-12-31
publication date: 2024-12-31
starting page: 83
ending page: 92
doi: 10.36563/daktilitas.v4i2.1372

PENGGUNAAN MATERIAL LIMBAH UNTUK PEMBANGUNAN BERKELANJUTAN PADA KONTRUKSI JALAN RAYA
type: item
description: Abstract The concept of using waste materials in road construction has gained significant attention due to increased awareness of environmental issues and the circular economy. This research aims to explore the potential of waste materials, such as fly ash, plastic waste, and steel slag, as sustainable alternatives to traditional construction materials. The methodology used in this study is a literature analysis of various empirical studies on the effectiveness and efficiency of recycled materials in enhancing road pavement stability and durability. The findings indicate that recycled materials not only offer economic and environmental benefits but also meet the technical standards required in road construction. The application of recycled materials in road infrastructure development is a strategic step toward reducing dependence on natural resources and supporting environmentally friendly construction. Keywords: recycled materials, road construction, sustainable development, fly ash, plastic waste Abstrak Konsep penggunaan material limbah dalam konstruksi jalan raya telah mendapatkan perhatian yang signifikan seiring meningkatnya kesadaran terhadap isu lingkungan dan ekonomi sirkular. Penelitian ini bertujuan untuk mengeksplorasi potensi penggunaan material limbah, seperti abu terbang, limbah plastik, dan terak baja, sebagai alternatif material konstruksi yang lebih berkelanjutan. Metodologi yang digunakan dalam penelitian ini adalah analisis literatur dari berbagai studi empiris tentang efektivitas dan efisiensi bahan daur ulang dalam meningkatkan stabilitas dan daya tahan perkerasan jalan. Hasil penelitian menunjukkan bahwa material daur ulang tidak hanya memberikan manfaat ekonomi dan lingkungan, tetapi juga memenuhi standar teknis yang diperlukan dalam konstruksi jalan. Penerapan material daur ulang dalam pembangunan infrastruktur jalan merupakan langkah strategis untuk mengurangi ketergantungan pada material alami dan mendukung pembangunan yang ramah lingkunga…
subject: Articles
  topic: section
subject: material daur ulang
  topic: keywords
subject: konstruksi jalan raya
  topic: keywords
subject: pembangunan berkelanjutan
  topic: keywords
subject: abu terbang
  topic: keywords
subject: limbah plastik
  topic: keywords
creator: NOVI ANDIRA ANGGREANI NURHADI
creator: MAYAN'K DAMAYANTI
creator: DANANG HADI NUGROHO
rights: Copyright (c) 2024
date: 2024-12-31
publication date: 2024-12-31
starting page: 74
ending page: 82
doi: 10.36563/daktilitas.v4i2.1374

ANALISIS PENGARUH DESAIN GEOMETRIK JALAN TERHADAP TINGKAT KECELAKAAN LALU LINTAS DI LOKASI RAWAN KECELAKAAN
type: item
description: Abstract This study aims to analyze the relationship between road geometric parameters and traffic accident rates with a primary focus on the influence of curve radius, road curvature, and side space on the potential for accidents. This study uses accident data collected from various road sections to see the pattern of relationships between geometric conditions and accident frequency. The findings show that curves with small radii, sharp curvatures, and limited side space significantly increase the likelihood of accidents. This study also compares the results obtained with previous studies, such as those conducted by Kriswardhana et al. (2020) and Mahmudah et al. (2023), which found a similar relationship between suboptimal geometric design and high accident rates. Based on the results of the analysis, it is recommended that road design improvements be made including enlarging the curve radius, reducing the slope, and widening the side space to improve traffic safety. This study is expected to contribute to road development planning and policies, as well as being a reference for developers and authorities in creating safer and more sustainable road infrastructure. Thus, this study emphasizes the importance of the suitability of road geometric design to reduce the risk of accidents and improve the safety of road users. Keywords: road geometric; traffic accident; road design; bend radius; road safety Abstrak Penelitian ini bertujuan untuk menganalisis hubungan antara parameter geometrik jalan dan tingkat kecelakaan lalu lintas dengan fokus utama pada pengaruh radius tikungan, kelengkungan jalan, dan ruang samping terhadap potensi terjadinya kecelakaan. Studi ini menggunakan data kecelakaan yang dikumpulkan dari berbagai ruas jalan untuk melihat pola hubungan antara kondisi geometrik dan frekuensi kecelakaan. Temuan menunjukkan bahwa tikungan dengan radius kecil, kelengkungan tajam, dan ruang samping yang terbatas secara signifikan meningkatkan kemungkinan terjadinya k…
subject: Articles
  topic: section
subject: geometrik jalan
  topic: keywords
subject: kecelakaan lalu lintas
  topic: keywords
subject: desain jalan
  topic: keywords
subject: radius tikungan
  topic: keywords
subject: keselamatan jalan
  topic: keywords
creator: MOCHAMAD VALDIANSYAH
creator: FERNINDA ISMA DEA PRASTICA
creator: DANANG WIJANARKO
rights: Copyright (c) 2024
date: 2025-01-31
publication date: 2025-01-31
starting page: 65
ending page: 73
doi: 10.36563/daktilitas.v4i2.1370

EFISIENSI PENGGUNAAN JALAN RAYA BERBAHAN BETON UNTUK JALAN RAYA PRODUKSI
type: item
description: Abstract In 2021, the total length of roads across Indonesia reached 546,116 kilometers, according to the 2021 Land Transportation Statistics report from the Central Statistics Agency (BPS). Of the cumulative total road length in Indonesia, at least 31.91% or 174,298 kilometers were roads that suffered damage in 2021. There are various causes for road damage, such as excessive vehicle loads, the use of materials that do not meet specifications, and construction practices that do not follow standard operating procedures (SOP) or Indonesian National Standards (SNI). The impact of road damage in Indonesia has significant consequences for society, including being a major cause of traffic congestion and potentially hindering economic development in areas with damaged roads. Managing the existing road network presents a challenge that must be addressed by all Indonesians. This can be achieved by constructing or repairing roads while considering the weight of vehicles that frequently pass through these roads. The objective of this study is to provide consideration for contractors working on road construction or repair projects in selecting materials that can withstand heavy loads and have a long service life. Based on these findings, it is recommended to use concrete materials for roads that are frequently traversed by vehicles with heavy loads. Keywords: Concrete materials for highway, Production Highway Abstrak Pada tahun 2021 diketahui total panjang jalan di seuluruh Indonesia mencapai 546.116 kilometer menurut laporaan Statistik Transportasi Darat 2021 dari Badan Pusat Statistik (BPS). Dari total kumulatif panjang jalan di Indonesia setidaknya 31,91% atau 174.298 merupakan jalanan yang mengalami kerusakan pada tahun 2021. Terdapat banyak penyebab kerusakan jalan ini terjadi, seperti beban kendaraan yang berlebihan, selain itu penggunaan material yang tidak sesuai spesifikasi dan pelaksanaan konstruksi yang tidak mengikuti SOP dan SNI dapat menjadi penyebab kerusakan da…
subject: Articles
  topic: section
subject: material betun untuk jalan raya
  topic: keywords
subject: jalan raya produksi
  topic: keywords
creator: WAHYU ZADHA HUTAHAEAN
creator: SULIANA MAFIROH
creator: ADITYA PURNAMA
rights: Copyright (c) 2024
date: 2024-12-31
publication date: 2024-12-31
starting page: 55
ending page: 64
doi: 10.36563/daktilitas.v4i2.1367

PENGARUH PONDASI TIANG PANCANG TERHADAP LIKUIFAKSI TANAH PASIR JENUH AIR
type: item
description: Abstract When palnning a project in sandy area, there is a problem that will be faced, namely liquefaction. Liquefaction is a geotechnical phenomenon that occurs when fine-grained soil such as water-saturated sand loses its strength and stiffness due to dynamic loading, so that the behavior of the previously solid soil becomes liquid, for example during an earthquake. Pile foundations are often used as a mitigation method to reduce the risk of liquefaction. This study aims to analyze the effect of pile foundations in reducimg the risk of liquwfaction. The research method used is literatur analysis by evaluating the result of previous studies. Keywords: liquefaction; pile foundations Abstrak Pada saat merencanakan suatu proyek pada daerah yang berpasir , terdapat suatu problematika yang akan dihadapi, yaitu likuifaksi. Likuifaksi merupakan fenomena geoteknik yang terjadi ketika tanah berbutir halus seperti pasir jenuh air kehilangan kekuatan dan kekakuannya akibat pembebanan dinamis sehingga perilaku tanah yang semula padat menjadi cair, misalnya gempa bumi. Pondasi tiang pancang seringkali digunakan sebagai metode mitigasi untuk mengurangi resiko likuifaksi. Penelitian ini bertujuan untuk manganalisis pengaruh pondasi tiang pancang dalam mengurangi resiko likuifaksi. Metode penelitian yang digunakan ialah analisis literatur dengan mengevaluasi hasil penelitian terdahulu.. Kata kunci: Likuifaksi; pondasi tiang pancang.
subject: Articles
  topic: section
subject: Likuifaksi
  topic: keywords
subject: pondasi tiang pancang
  topic: keywords
creator: Wahyu Zadha Hutahaean
creator: Suliana Mafiroh
creator: Danang Wijanarko
rights: Copyright (c) 2025 2025
date: 2025-06-30
publication date: 2025-06-30
starting page: 17
ending page: 20
doi: 10.36563/daktilitas.v5i1.1642

INOVASI DESAIN PONDASI CAKAR AYAM UNTUK STRUKTUR BANGUNAN BERTINGKAT DI DAERAH GEMPA
type: item
description: Abstract Chicken claw foundations have proven to be an effective solution in increasing the stability of building structures, especially in areas with soft soil conditions and a high risk of earthquakes. Hardiyatmo's research (2015) shows that this system is able to increase the bearing capacity of the soil by up to 35% through optimizing the stiffness of the foundation plate so that it is suitable for application in infrastructure projects on problematic soil. Meanwhile, Prakoso and Kumara (2018) revealed that the chicken claw foundation design can reduce the earthquake response of multi-storey buildings by up to 20% and increase construction cost efficiency by 15% compared to conventional methods. Material innovation is also an important factor, as found by Kusuma and Hidayat (2020) who show that the use of high quality concrete and geotextiles is able to optimize bearing capacity and withstand deformation due to earthquakes up to 25% better than standard materials. These studies confirm that chicken claw foundations are an adaptive and economical alternative for earthquake-prone areas with challenging soil conditions Keywords: Chicken claw foundation, soft soil, seismic response, bearing capacity, construction efficiency, innovative materials, earthquake prone areas Abstrak Pondasi cakar ayam terbukti menjadi solusi efektif dalam meningkatkan stabilitas struktur bangunan, terutama pada daerah dengan kondisi tanah lunak dan resiko gempa tinggi. Penelitian Hardiyatmo (2015) menunjukkan bahwa sistem ini mampu meningkatkan daya dukung tanah hingga 35% melalui optimalisasi kekakuan pelat pondasi sehingga cocok diterapkan pada proyek infrastruktur pada tanah bermasalah. Sedangkan Prakoso dan Kumara (2018) mengungkapkan bahwa desain pondasi cakar ayam dapat menurunkan respon gempa gedung bertingkat hingga 20% dan meningkatkan efisiensi biaya konstruksi sebesar 15% dibandingkan dengan metode konvensional. Inovasi material juga menjadi faktor penting, seperti yang ditemuk…
subject: Articles
  topic: section
subject: Pondasi cakar ayam
  topic: keywords
subject: tanah lunak
  topic: keywords
subject: respons seismik
  topic: keywords
subject: kapasitas dukung
  topic: keywords
subject: efisiensi konstruksi
  topic: keywords
subject: daerah rawan gempa
  topic: keywords
subject: material inovatif
  topic: keywords
creator: Nur Rohman
creator: Rahmat Putra Perdana
creator: Aditya Purnama
rights: Copyright (c) 2025 2025
date: 2025-06-30
publication date: 2025-06-30
starting page: 11
ending page: 16
doi: 10.36563/daktilitas.v5i1.1640

EFISIENSI DAN EFEKTIVITAS PENGGUNAAN ASPAL PADA PERKERASAN JALAN RAYA
type: item
description: Abstract Roads are areas for traffic, both vehicles and people. Unfortunately, the large number of pedestrians and motorcyclists makes the highway a dangerous area and can claim lives if you are not careful when walking or driving. To minimize the risk of traffic accidents, the highway is made as smooth as possible by paving. The paving of the highway itself is done with various materials. Paving is an important component of this road structure because it functions as a former road surface for vehicles to pass. One example of a paving method on the road is asphalt. Asphalt is the main material used in road paving. Keywords: Road paving method using asphalt. Abstrak Jalan merupakan tempat bagi kendaraan dan pejalan kaki untuk melintas. Namun, tingginya jumlah pengguna jalan, baik pejalan kaki maupun pengendara, menjadikan jalan raya sebagai area yang rawan bahaya dan berpotensi mengancam nyawa jika tidak digunakan dengan hati-hati. Guna mengurangi risiko kecelakaan lalu lintas, jalan raya dirancang sehalus mungkin melalui proses pengerasan. Proses pengerasan ini menggunakan berbagai jenis metode. Perkerasan adalah komponen penting dari struktur jalan ini karena berfungsi sebagai pembentuk permukaan jalan untuk kendaraan berlalu-lalang. Salah satu contoh metode perkerasan pada jalan adalah aspal. Aspal adalah bahan utama yang digunakan dalam perkerasan jalan. Kata kunci: Metode perkerasan jalan menggunakan aspal.
subject: Articles
  topic: section
subject: Road paving method using asphalt
  topic: keywords
creator: FATH SYACH ARBI MAULANA
creator: MOHAMMAD MUHLIS
rights: Copyright (c) 2024
date: 2024-12-31
publication date: 2024-12-31
starting page: 93
ending page: 101
doi: 10.36563/daktilitas.v4i2.1434

ANALISIS GESER PADA BALOK BAMBU SUSUN VERTIKAL MENGGUNAKAN PERKUATAN CARBON FIBER REINFORCED POLYMER (CFRP)
type: item
description: Abstract Bamboo is a type of building material that has been used by humans for a long time. The strength of bamboo which can be matched with steel makes it popular as a construction material, especially in Asia. However, bamboo has several drawbacks in its use as a construction material, such as the difficulty of combining several layers of bamboo to work together and work together. One of the reasons why it is difficult for the bamboo to stick together is the weak shear strength of the bamboo in the direction of the fibers. Therefore, research is needed to increase the strength of bamboo in resisting shear loads in the direction of the grain. In general, the flow of this research is stacked bamboo beams with reinforcement and without shear reinforcement using CFRP. The numerical analysis will be carried out with solid element modeling using the Midas Gen 2019 program. Then the results of the two numerical analyzes will be discussed and compared. Shear analysis on stacked bamboo beams with carbon fiber reinforcement using bamboo which has a diameter of + 10 cm, with a bamboo wall thickness of + 1 cm. The CFRP used in this research is using a type of fiber with the fiber used is a type of unidirectional mat (UDM). As the name suggests, this sheet has one direction of fiber, the arrangement of fibers is maximized in one direction so that it can withstand loads whose orientation matches the direction of the fiber, these sheets are usually used for beams and frames. Based on the results of the analysis carried out on stacked bamboo beams without CFRP reinforcement and using CFRP reinforcement, it can be concluded that the CFRP reinforcement reduces the compressive stress experienced by bamboo with the CFRP reinforcement in the shear connector area by 79.64%, increasing the shear stress. That occurs in steel shear connectors when reinforced with CFRP is 55.57%. Keywords: Bamboo, CFRP, Shear, Stress Abstrak Bambu adalah salah satu jenis bahan bangunan yang sudah lama dig…
subject: Articles
  topic: section
subject: Bamboo
  topic: keywords
subject: CFRP
  topic: keywords
subject: Shear
  topic: keywords
subject: Stress
  topic: keywords
creator: ADITYA PURNAMA
creator: MOCHAMAD VALDIANSYAH
rights: Copyright (c) 2024
date: 2024-06-29
publication date: 2024-06-29
starting page: 11
ending page: 24
doi: 10.36563/daktilitas.v4i01.1156

STUDI PERENCANAAN PERLUASAN SPAM JARINGAN PERPIPAAN DESA SAMBIGEDE, KECAMATAN. BINANGUN, KABUPATEN BLITAR
type: item
description: Abstract Sambigede Village is one of the villages located in Binangun District which is in the southeast of Blitar Regency City with a distance of about 46 Km. The topography of Blitar in the southeast is a low-lying area, prone to drought, natural disasters and floods. Along with the increasing number of residents, the expansion of the drinking water treatment system network in this village is a problem that needs to be done immediately because the need for clean water continues to increase. Until now, the villagers of Sambigede have actually used village water sources as clean water, but the construction of new houses for the villagers is increasing demands for the addition of a new piping network. This study aims to improve the clean water services needed by the residents of Sambigede village, plan a new pipeline network and calculate the required development budget plan. Based on the geographical conditions and topology of the village, the drinking water pipeline network was built by taking underground water sources with drilled wells to take raw water, pumped it, and flowed it through a transmission pipe, stored in a reservoir (reservoir) and then through a distribution pipe it flowed to the service area. The drilled well with a depth of 40 meters is pumped using a submersible deep well type SQ 3-65 submersible pump with a capacity of 0.8 liters per second, head 92 m, pump outlet 1.25 inch, power 1.5 Kw / 2 x 220 volts / 2900 rpm / 50 Hz . Water from the source is channeled through a 24 meter long transmission network to a reservoir (reservoir) with this capacity of approximately 20.25 cubic meters or about 20,250 liters. From the reservoir, the water is then channeled through a distribution network pipe of 843 meters which is divided into area 1 and area 2. In area 1 there will be the addition of a new pipe with a diameter of 2” dim along 480 m as well as the addition of 4 (four) house channels (SR). connection of houses and area 2 there is the addition of a n…
subject: Articles
  topic: section
subject: jaringan air bersih
  topic: keywords
subject: gravity system
  topic: keywords
subject: reservoir
  topic: keywords
subject: jaringan transmisi
  topic: keywords
subject: jaringan distribusi
  topic: keywords
subject: rencana anggaran biaya
  topic: keywords
creator: Yuris Permana Yoga Utama
creator: Ruli Ariyadi
rights: Copyright (c) 2022 JURNAL DAKTILITAS
date: 2022-09-30
publication date: 2022-09-30
starting page: 18
ending page: 30
doi: 10.36563/daktilitas.v2i1.502

ANALISIS BAMBU SEBAGAI STRUKTUR BALOK BANGUNAN RUMAH TINGGAL BERTINGKAT
type: item
description: Abstract Bamboo material is a renewable natural product that can be obtained easily, cheaply, easily planted, grows fast, can reduce the effects of global warming, and has a very high tensile strength that can be competed with steel. Bamboo is a material that is commonly found in several villages and mountainous areas in Tulungagung, therefore bamboo material has a relatively cheap price. Loading reviews dead load and lives load. The analysis carried out in this study is loading, calculating the ultimate moment, normal force, and transverse force, then planning the bamboo beam against bending, tensile and compressive axial forces, and planning the shear of the bamboo beam. Then the bamboo beam is controlled against the combined axial bending load. Based on the results of the analysis and planning calculations, it was obtained that a bamboo beam with a stretch of 5 meters required 3 pieces of bamboo used to resist bending, and 2 pieces of bamboo needed as diagonal support. The bamboo used is bamboo with a diameter of 10 cm with a bamboo wall thickness of 1 cm. Keywords: Bamboo; beam; renewable; analysis; design Abstrak Material bambu merupakan produk hasil alam yang renewable yang dapat diperoleh dengan mudah, murah, mudah ditanam, pertumbuhan cepat, dapat mereduksi efek global warming serta memiliki kuat tarik sangat tinggi yang dapat dipersaingkan dengan baja. Bambu merupakan material yang banyak ditemui di beberapa desa dan daerah pegunungan di Tulungagung, maka dari itu material bambu memiliki harga yang relatif murah. Pembebanan meninjau beban mati dan beban hidup. Analisis yang dilakukan pada penelitian ini adalah pembebanan, menghitung momen ultimate, gaya normal, gaya lintang, kemudian merencanakan balok bambu terhadap lentur, gaya aksial tarik dan tekan, dan merencanakan geser balok bambu. Kemudian balok bambu dikontrol terhadap beban kombinasi aksial lentur. Berdasarkan hasil dari perhitungan analisis dan perencanaan diperoleh hasil balok bambu dengan benta…
subject: Articles
  topic: section
subject: bambu
  topic: keywords
subject: balok
  topic: keywords
subject: renewable
  topic: keywords
subject: analisis
  topic: keywords
subject: perencanaan
  topic: keywords
creator: Aditya Purnama
creator: Imam Suyadi
rights: Copyright (c)
date: 2022-09-30
publication date: 2022-09-30
starting page: 1
ending page: 17
doi: 10.36563/daktilitas.v2i1.526

ANALISISA AKTIVITAS MANAJEMEN KONSTRUKSI PADA PROYEK LABORATORIUM BAHASA DAN KOMPUTER SMP NEGERI 1 BESUKI
type: item
description: Abstract Managementㅤinㅤaㅤworkㅤjobㅤisㅤveryㅤimportantㅤtoㅤconsiderㅤinㅤtheㅤfieldㅤofㅤworkㅤcurrently growingㅤ rapidly.ㅤ Constructionㅤ managementㅤ isㅤ anㅤ organizationㅤ orㅤ individualㅤ thatㅤ isㅤ multi-disciplinary.ㅤConstructionㅤManagementㅤcanㅤconsistㅤofㅤbusinessㅤentitiesㅤthatㅤrequireㅤhumanㅤresourcesㅤwhoㅤareㅤexpertsㅤinㅤtheirㅤrespectiveㅤfieldsㅤwhoㅤneedㅤaㅤPOACㅤ(Planning,ㅤOrganizing,ㅤㅤ Actuating,ㅤandㅤ Controlling)ㅤ byㅤ beingㅤ systematicㅤ andㅤ measurable. Atㅤpresentㅤ theㅤJuniorㅤ Highㅤ Schoolㅤ1 BesukiㅤinㅤCentralㅤJavaㅤisㅤunderwayㅤinㅤtheㅤLanguageㅤ Laboratoryㅤ Projectㅤ locatedㅤ inㅤ theㅤ southernㅤ partㅤ ofㅤ School.ㅤ Theㅤ researchㅤ methodㅤ usedㅤ inㅤ thisㅤ researchㅤ isㅤ literatureㅤ reviewㅤ fromㅤ variousㅤ sourcesㅤ thatㅤ discuss.ㅤ Dataㅤ obtainedㅤ fromㅤ fillingㅤ outㅤ questionnairesㅤ ㅤ byㅤ ㅤ respondentsㅤ ㅤ involvedㅤ ㅤ inㅤ ㅤ theㅤ ㅤ Schoolㅤ Languageㅤ Laboratoryㅤ Project.ㅤ Theㅤ questionnaireㅤ usedㅤ wasㅤ 15ㅤ respondentsㅤ whoㅤ answeredㅤ theㅤ questionnaire. Theㅤresultsㅤofㅤtheㅤanalysisㅤofㅤtheㅤworkㅤmanagementㅤsystemㅤconstructionㅤfactorsㅤinㅤ ㅤ theㅤ Juniorㅤ Highㅤ Schoolㅤ Languageㅤ Laboratoryㅤ Projectㅤ ㅤ constructionㅤ ㅤ projectㅤ ㅤ areㅤ theㅤ mostㅤ ㅤ dominantㅤ ㅤ atㅤ theㅤ stageㅤ ofㅤ actuating,ㅤ ㅤ whileㅤ theㅤ analysisㅤ ㅤ ofㅤ theㅤ actionsㅤ takenㅤ byㅤ constructionㅤ ㅤ managementㅤ ㅤ toㅤ controlㅤ time,ㅤ cost,ㅤ andㅤ qualityㅤ isㅤ theㅤ mostㅤ dominantㅤ stageㅤ controlling. Keywords: Analysis, Construction Management, POAC, Development, Efficiency Abstrak Manajemenㅤ dalamㅤmengelolaㅤsuatuㅤkegiatanㅤpekerjaanㅤkonstruksiㅤsangatㅤ ㅤ ㅤ diperlukanㅤ mengingatㅤ ㅤ usahaㅤ ㅤ diㅤ bidangㅤ ㅤ konstruksiㅤ ㅤ saatㅤ ㅤ iniㅤ semakinㅤ ㅤ berkembangㅤ ㅤ pesat.ㅤ ㅤ Manajemenㅤ ㅤ konstruksiㅤ merupakanㅤ ㅤ suatuㅤ ㅤ organisasiㅤ ㅤ atauㅤ peroranganㅤ ㅤ yangㅤ ㅤ bersifatㅤ ㅤ multiㅤ ㅤ disiplin.ㅤ ㅤ Manajemenㅤ ㅤ Konstruksiㅤ dapatㅤ berupa badanㅤ usahaㅤ yangㅤ didalamnyaㅤ diperlukanㅤ sumberㅤ dayaㅤ manusiaㅤ yangㅤ ahliㅤ dibidangnyaㅤ masing-masingㅤ yangㅤ mencakupㅤ POACㅤ (Planning,ㅤ Organizing,ㅤ Actuating,ㅤ danㅤ Controling)ㅤ secaraㅤ sistimatisㅤ danㅤ terukur. Saat…
subject: Articles
  topic: section
subject: Analisis, Manajemen Konstruksi, POAC, Development, Efisiensi
  topic: keywords
creator: Lutfan Anas Zahir
creator: Danang Hadi Nugroho
rights: Copyright (c)
date: 2022-09-30
publication date: 2022-09-30
starting page: 44
ending page: 55
doi: 10.36563/daktilitas.v2i1.532

PENGARUH KESELAMATAN DAN KESEHATAN KERJA (K3) TERHADAP KINERJA PEKERJA PROYEK PEMBANGUNAN RSUD CAMPURDARAT
type: item
description: Abstract Occupational safety and health (K3) factors are very influential on the performance of a project, so they must be considered seriously. Ignoring these factors has proven to result in a high rate of work accidents on construction projects. This will increase labor insurance costs and affect project performance. Therefore, when carrying out construction work, it is required to implement an occupational safety and health (K3) system. This study aims to determine the effect of occupational safety and health (K3) on the performance of construction workers in the construction project of the Campurdarat Hospital. The stage of this research is the study of various existing literatures to determine the variables to be used. The next stage is to collect data by direct interviews and using the Simple Random Sampling method. To determine the effect of occupational safety and health (K3) on the performance of construction workers, multiple linear regression analysis was used including validity & reliability tests, classical assumption test (multicollinearity, autocorrelation normality, heteroscedasticity) regression test (f & t test). The results of this study indicate that the independent variables Occupational Health and Safety (X1) and Occupational Health (X2) on K3 problems simultaneously and partially have a significant and positive effect on the variable performance of construction workers in the construction project of the Campurdarat Hospital, where the influence of the X1 variable is 1,309 ( 54.38%) and X2 of 1,098 (45.62%). This study also shows that the Occupational Safety variable (X1) has a dominant effect compared to the Occupational Health variable (X2). Keyword: Occupational safety and health (K3), work accidents, the construction project, construction workers. Abstrak Faktor – faktor keselamatan dan kesehatan kerja (K3) sangat berpengaruh terhadap kinerja dari sebuah proyek, sehingga harus diperhatikan dengan sungguh – sungguh. Pengabaian faktor tersebu…
subject: Articles
  topic: section
subject: Keselamatan dan Kesehatan Kerja (K3)
  topic: keywords
subject: kecelakaan kerja
  topic: keywords
subject: proyek konstruksi
  topic: keywords
subject: pekerja konstruksi
  topic: keywords
creator: Almizan Dicky Kurniawan
creator: Yuris Permana Yoga Utama
rights: Copyright (c) 2022 JURNAL DAKTILITAS
date: 2022-09-30
publication date: 2022-09-30
starting page: 56
ending page: 66
doi: 10.36563/daktilitas.v2i1.569