Hardiyatmo, Hary Christady, Mekanika Tanah 1 dan Mekanika Tanah 2, Gramedia Pustaka Utama, Jakarta, 2002 Das, Braja M., Mekanika Tanah (Prinsip-Prinsip Rekayasa Geoteknis), Jilid 1 dan Jilid 2, Penerbit Erlangga, Jakarta, 1995 40(1), 73–84.ĭas, Braja M., Mekanika Tanah (Prinsip-Prinsip Rekayasa Geoteknis), Jilid 1 dan Jilid 2, Penerbit Erlangga, Jakarta, 1995.īowles, Joseph E., Analisis dan Desain Pondasi, Jilid 1, Edisi Keempat, Penerbit Erlangga, Jakarta, 1998. “ Numerical analysis of the stability of a slope reinforced with piles.” Soils Found, Japan Geotech Society, Vol. “Soil-straucture interaction for landslide stabilizing piles.” Computers and Geotechnics, Vol.
Thesis, University of Missouri-Columbia.īahan-bahan kuliah mekanika tanah 1, 2 dan LanjutanĬhen, C.Y. “Numerical investigation of load transfer mechanism in slopes reinforced with piles.” PhD. “Slope stability and stabilization methods.” 2nd ed. “Stability analysis of slopes reinforced with piles.” Computers and Geotechnics, Vol.
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The results of the numerical analysis based on the influence of the pile position on the slope, pile diameter, pile length, and spacing between the piles with two pile head conditions is free head and fixed head, the condition of the mast is sufficient to improve the safety factor of slope stability.Īusilio, E., Conte, E., and Dente, G. Soil parameters are known from several tests in the field and laboratories which are used as design variables in the analysis process.This thesis presents the safety factor of the two-dimensional finite element method with strength reduction analysis using the OPTUMG2 program to validate the slope stability analysis, slope stability analysis simulation with homogeneous clay soil, medium homogeneous clay and homogeneous rigid clay with mast strengthening and evaluation of slope stability analysis in the study case. The analysis used is field tension analysis with finite element method analysis of strength reduction. The object of the research was carried out on the slope of Diponegoro Km. Based on these conditions the author tries to analyze and evaluate the stability of the slope by strengthening the bore pile pile, by analyzing the influence of the pile position (Xp/X), pile diameter, pile length (Lz/L) pile and pile spacing (S/D) on the slope. Then the slope repair with retaining walls using the bore pile pile foundation was considered quite successful to prevent landslides on the road section. 2 Pasir Pengaraian has always been a problem by Dinas Bina Marga Dan Pengaira Kabupaten Rokan Hulu, but previously improvements were made but were not entirely successful.
The slope that often occurs on the road Diponegoro Km. Slope stability, safety factor, finite element method, strength reduction analysis. 12,5 Simpang Baru, Tampan Pekanbaru 28293 Universitas Riau, Program Pascasarjana, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Riau Kampus Bina Widya Jl.
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