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All Journal Teknik Sipil dan Arsitektur STOMATOGNATIC- Jurnal Kedokteran Gigi International Conference on Coastal and Delta Areas Pondasi Abdi Dosen : Jurnal Pengabdian Pada Masyarakat Budapest International Research and Critics Institute-Journal (BIRCI-Journal): Humanities and Social Sciences JOURNAL SCIENTIFIC OF MANDALIKA (JSM) Jurnal Multidisiplin Madani (MUDIMA) Jurnal Civil Engineering Study Jurnal Ilmiah Sultan Agung Journal of Mandalika Literature Mandub: Jurnal Politik, Sosial, Hukum dan Humaniora Transformasi Masyarakat : Jurnal Inovasi Sosial dan Pengabdian
Abdul Rochim
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Wall and Piles for Hydroocarbon Pipes in Soft Soil in Slope Areas Mutadi Mutadi; Pratikso Pratikso; Abdul Rochim
Budapest International Research and Critics Institute (BIRCI-Journal): Humanities and Social Sciences Vol 4, No 4 (2021): Budapest International Research and Critics Institute November
Publisher : Budapest International Research and Critics University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33258/birci.v4i4.2986

Abstract

Pipes laying on an unstable slope of soft soil are prone to movement. Pipelines that are buried in unstable slope areas will move due to lateral loads from soil movement which can cause damage to the pipeline. A laboratory small-scale model of the reinforcement system of piles supported retaining walls was conducted to investigate the effect of lateral load on the reinforcement. In this experiment, the lateral forces of 0.3 kN, 0.35 kN, and 0.4 kN and vertical force of 0.05 kN, 0.1 kN, and 0.15 kN were used. Lateral load from electric jack is equipped with load cell and vertical load used cement- steel box. To validate the experimental result, a finite element program was used. The experimental results showed that an increase in lateral loading, increased the displacement of the reinforcement system. For a Vertical Load 0.05 kN and versus a lateral load of 0.3 kN causes a horizontal displacement of 0.34 mm and an increased of 2.94 % for loading of 0.35 kN and an increased of 8.82% for loading 0.4 kN. The pattern is the same in the finite element method analysis, where there was a 2.3 8% increased for 0.35 kN loading and an increased to 33.33 % for 0.4 kN loading. In the same Load, the Reinforcement System is reliable as shown in Safety Factor on dry condition were 3,33, 2,828 and 2,476, and on wet condition were 2,99, 2,524 and 2,237. 
Co-Authors Ade Muhammad Zikril Hakim Adelia Salsabila Anugrah Adi Sunarno Ahmad Hidayawan Ahmad Maulidizen Alia Miranti Andri Mulyana Antonius Ardiana Yuli Puspitasari, Ardiana Yuli Ayu Fitrianti Boby Rahman Citrayuli Nurkhasanah Didik Nugroho Djoko Susilo Adhi Dwi Kartika Apriyono Fajar Julian Azhari Feldian Hendargi Fento Hara Gatot Rusbintardjo Henny Pratiwi Adi Iqbal Maulana Irwan Aufi Jamilla Kautsary Kartono Wibowo Lisa Fitriyana Mabruri Andatu Muhammad Fairuz Ardhan MUHAMMAD TAUFIK Muji Bagus Prastyo Mutadi Mutadi Nur Faridha Pratikso Pratikso Rachmat Mudiyono Rekhan Farras Sutrisno Rifki Saputra Riko Bagus Setiyawan Rinda Karlinasari Rizal Palefi Hidayat Ryad Rahmadi Safiera Putri samsul arifin Selvia Agustina Sumirin Undayani Cita Sari Windu Partono Zamaluddin Zamaluddin