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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur MEDIA KOMUNIKASI TEKNIK SIPIL Rekayasa Sipil JMM (Jurnal Masyarakat Mandiri) Jurnal Aplikasi Teknik Sipil JUTEKS - Jurnal Teknik Sipil JISIP: Jurnal Ilmu Sosial dan Pendidikan GANEC SWARA Jurnal TAMBORA Jurnal Teknik Industri Terintegrasi (JUTIN) Journal of Civil Engineering and Planning (JCEP) Jurnal Informatika Teknologi dan Sains (Jinteks) Hexagon Jurnal Teknik Sipil Journal of Civil Engineering and Environmental (J-Cental)
Dharmawansyah, Dedy
Teknik Sipil, Universitas Teknologi Sumbawa
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Journal : Journal of Civil Engineering and Planning (JCEP)

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Perbandingan Metode Bishop dan Janbu dalam Analisis Stabilitas Lereng pada Oprit Jembatan Labu Sawo Sumbawa Nasrul Amri; Dedy Dharmawansyah; Hermansyah Hermansyah
Journal of Civil Engineering and Planning (JCEP) Vol 2 No 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.4393

Abstract

Abstract The oprit pile of Labu Sawo Bridge has a height of about 9.70 m with a length of 125 m, planning the labu sawo bridge oprit there is a problem in the subgrade is a type of clay soil which is not good because it has low soil bearing capacity, high moisture content and cracks (DPT) due to landslides so that they have the potential to experience ground movement and shifting. Therefore, calculation of slope stability and soil bearing capacity needs to be done to determine how much the slope safety and bearing capacity of the embankment soil. In the calculation of the analysis, the method used to find the safety value (SF) of the embankment slope is the Bishop and Janbu method. From the results of the method used, the security number given is calculated and then the safety figure is calculated. Based on the calculation results, the oprite embankment slope is categorized as a stable slope with the safety value of the Bishop method of 1.262. while the slope stability analysis used the Janbu method of 1.455 from the Bishop and Janbu method, the oprite slope of the Labu Sawo Bridge was categorized as slope in stable condition. Keywords : Slope stability, Bishop, Jambu.
Perbandingan Metode Bishop dan Janbu dalam Analisis Stabilitas Lereng pada Oprit Jembatan Labu Sawo Sumbawa Nasrul Amri; Dedy Dharmawansyah; Hermansyah Hermansyah
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.4393

Abstract

Abstract The oprit pile of Labu Sawo Bridge has a height of about 9.70 m with a length of 125 m, planning the labu sawo bridge oprit there is a problem in the subgrade is a type of clay soil which is not good because it has low soil bearing capacity, high moisture content and cracks (DPT) due to landslides so that they have the potential to experience ground movement and shifting. Therefore, calculation of slope stability and soil bearing capacity needs to be done to determine how much the slope safety and bearing capacity of the embankment soil. In the calculation of the analysis, the method used to find the safety value (SF) of the embankment slope is the Bishop and Janbu method. From the results of the method used, the security number given is calculated and then the safety figure is calculated. Based on the calculation results, the oprite embankment slope is categorized as a stable slope with the safety value of the Bishop method of 1.262. while the slope stability analysis used the Janbu method of 1.455 from the Bishop and Janbu method, the oprite slope of the Labu Sawo Bridge was categorized as slope in stable condition. Keywords : Slope stability, Bishop, Jambu.
Co-Authors Adi Mawardin Adi Mustikatari Lismula Afri Budianto Afrilia, Helda Ahmad Yamin Ali Syahidullah Angelina Leonora Vera Ansyary, Muhammad Isa Anwar, Abdullah Ariansyah, Yopi ARMAYADI, ARMAYADI Auliya Kasyfil Aziz Azmy, Isnia Nurul Desti Putria Dewita Sari Dharmayanda, Hardian Reza Dwi Nata, Oktavian Eti Kurniati Eti Kurniati, Eti Fadhli Dzil Ikram Fardila, Dinda Faruqi, Muhammad Alfian Hayatuzzahra, Sayidatina Hermansyah Hermansyah Hermansyah Hermansyah Izzuddin Abu Bakar Lismula, Adi Mustikatari Mawardin, Adi Mery Komalasari Mohammed, Bashar S Muhammad - Jayyid Muhammad Ibadurrahman Nasrul Amri Riska Handayana Sopyan Ali Rohman Susilawati, Tri Tri Susilawati Ummi Khairiyah Br Maha Zainuddin Husainy