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All Journal International Conference on Coastal and Delta Areas Journal of Advanced Civil and Environmental Engineering JMTS: Jurnal Mitra Teknik Sipil Jurnal Pengabdian Masyarakat Indonesia Media Komunikasi Dunia Ilmu Sipil (MoDuluS) Jurnal Abdi Masyarakat Saburai (JAMS) Jurnal Abdi Masyarakat Indonesia Jurnal Teknik Sipil Giratory Upgris Jurnal Teknologi Berkelanjutan Educate: Journal of Community Service in Education Sidoluhur Jurnal Civil Engineering Study Inovasi Jurnal Pengabdian Masyarakat (IJPM) Jurnal Akademik Pengabdian Masyarakat Journal of Research and Technology Studies Jurnal Pengabdian Masyarakat Inovasi Indonesia
Bagas Wahyu Adhi, Bagas Wahyu
Universitas Islam Batik
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Public Health Social Sciences Transportation Other

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Journal : Jurnal Civil Engineering Study

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Alternatif Penanganan Stabilitas Timbunan dan Lereng pada Oprit Jembatan dengan Mortar Busa (Studi Kasus : JU Rel KA Cibitung – Cilincing) Annissa Yoga Prastika; Wahyu Febriyanto; Dewi Indriyana; Bagas Wahyu Adhi; Fatchur Roehman; Faqih, Nasyiin
Jurnal Civil Engineering Study Vol. 5 No. 01 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i01.1286

Abstract

Soft soil is caused by cohesion, a low internal friction angle and high compressibility. If not recognized and investigated it can cause instability and long-term decline that cannot be tolerated. One of the treatments that occurs in soft soil is light backfilling with foam mortar. The aim of this research is to carry out an analysis of the stability of embankments using lightweight materials at the location of bridge embankments in order to predict how much of an impact there will be in reducing settlement and increasing embankment stability. Analysis was carried out using the Finite Element Method with the help of the Plaxis 2D program. The method used in this research is descriptive qualitative, namely research by collecting primary and secondary data from the parameters and variables studied and then analyzing them to draw conclusions. In the results of the analysis using Plaxis Softwere using foam mortar treatment with an embankment slope of 1: 1.5, the results showed that the decline in 1 year was 4 cm (meeting the design criteria), the decline in 10 years was 2.8 cm (meeting the design criteria), apart from that the safety factor using foam mortar was also greater than the design criteria, which means the stability of the slope is safe.
Redesain Jaringan Irigasi Kecamatan Welahan Kabupaten Jepara Muhammad Aksan; Norhidayati; Ariyanto; Susilowati; Bagas Wahyu Adhi; Hendramawat Aski Safarizki
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1598

Abstract

Peneltian ini dilakukan di Daerah Irigasi Bakalan Kecamatan Welahan Kabupaten Jepara yang mempunyai luasan 1284,27 hektare. Salah satu saluran sekunder jaringan tersebut mengalami keruntuhan bangunan pada saluran dan sendimentasi limpasan air pada ruas (BWl.1, BWl.2, BWl.3) sehingga penyaluran air ke saluran tersebut mengalami rembesan dan pengurangan. Hal itu dikhawatirkan mengganggu pertumbuhan tanaman areal tersebut karena kekurangan suplai air. Untuk itu perlunya redesain ulang dimensi saluran irigasi pada saluran tersebut. Tujuannya adalah untuk mengetahui kebutuhan air untuk pada tanaman palawija dan tanaman padi , mengetahui kapasitas debit saluran irigasi pada lahan pertanian dengan luasan 208,86 hektare, dan mengetahui dimensi saluran sekunder yang dibutuhkan sebagai acuan pembangunan. Analisis penelitian ini menggunakan data curah hujan, klimatologi, hasil pengukuran lapangan dll. Hasil analisis perhitungan dimensi pada saluran sekunder irigasi welahan ruas (BWl.1) dengan luas 208,86 hektare didapatkan tinggi muka air (h) = 0,75 m, lebar saluran (b) = 1,5 m, tinggi jagaan (W) = 0,20 m , kemiringan talud saluran (V : H) = 1 : 1,5 dan kemiringan dasar saluran (I) = 0,0025533
Co-Authors Adi Wahyu Nugroho, Satrio Ahmad Hidayawan Ahmad Hidayawan Ahmad Hidayawan Ahmad Hidayawan, Ahmad Ahyar, Agus Alhamidiy, Abdillah Nur Ali Masduqi ANDRI KURNIAWAN Andri Kurniawan Annas Saiful Rohman Annissa Yoga Prastika Ariyanto Arum Dwicahyani Bagus Andika Fitorh Bagus Andika Fitroh Bagus Andika Fitroh Beni Setiyanto Beni Setiyanto Beni Setiyanto Bustami Bustami Dewi Indriyana Dhonna meylida Dughita, Putri Awaliya Dwi Wahyu Hidayat Faqih, Nasyiin Farhan Febrian Fatchur Roehman Febriyanto, Wahyu Fitroh, Bagus Andika Hayu Rahayu Hayu Rahayu Hayu Rahayu Hendramawat Aski Safarizki Jamil, Asiah Kadek Wiarni Devi Malik, Muhammad Munib Khusni Markawie Markawie Mayasari, Sri Meylida, Dhonna Mohammad Debby Rizani Muhammad Aksan Nanda Syahputra, Hanif Nanda, Fahreza Alvian Norhidayati Oktyajati, Nancy Pratikso Pratikso Putri Awaliya Dughita Rachmawatie, Srie Juli Rahmat Mudiyono Ridwan Nurrohim, Rio Rois, Dimas Ilham Nur Saputra, Ricky Adi Setiyanto, Beni Sri Mayasari Sri Mayasari Sri Purwati Srie Juli Rachmawatie Sularno Sularno Sularno Suparwi Susilo, Hery Susilowati Syahputra, Hanif Nanda Tantin Pristyawati Wahdirotul Kodir Wahyu Febriyanto Yoga Prastika, Annisa