PENGARUH ALIRAN REMBESAN DAN KEMIRINGAN LERENG TERHADAP PRILAKU KEGAGALAN LERENG
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ASTM, 2004, ASTM D3080 – 04: Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions, ASTM International, Pennsylvania, USA.
[ 2]. Das, B.M., 2002, Principles of Geotechnical Engineering, 5th Edtion, Brooks/Coole, New York.
[ 3]. Hardiyatmo, H.C., 1992, Mekanika Tanah 2, Gramedia Pustaka Utama, Jakarta.
. Muntohar, A.S., 2006, Mekanisme keruntuhan lereng tegak dan teknik perkuatannya dengan geotekstil, Jurnal Teknik Sipil, Vol. 6 No.2, pp. 51-66.
. Ohtsuka, S., and Yoshifumi, 2001, Consideration on landslise mechanism based on pore water pressure loading test, The 15th International Conference on Soil Mechanics and Geotechnical Engineering, 27-31 August 2001, Istanbul, Turkey. (CD-Room)
. Shang Lin, J. dan Yu Ku, C., 2002, Simulation of slope failure using a meshed based partition of unity method, The 15th Engineering Mechanics Conference (EM2002), 2-5 June 2001, Columbia University, New York. (CD-Room)
. Mukhlisin.Mhd.at.al ( 2015 ),Analysis of Rainfall Effect to Slope Stability in Ulu Klang, Malaysia, 72:3 (2015) 15–21 | www.jurnalteknologi.utm.my | eISSN 2180–3722 |
. Agus Setyo Muntohar,at.al (2010 ), Rainfall infiltration: infinite slope model for landslides triggering by rainstorm, Nat Hazards (2010) 54:967–984 DOI 10.1007/s11069-010-9518-5
. Agus Setyo .at.al.( 2014), Rainfall infiltration infinite slope model for landslides triggering by rainstorm, Nat Hazards (2010) 54:967–984 DOI 10.1007/s11069-010-9518-5
Alejandro R.( 2014 ) Green-Ampt model of a rain garden and comparison to Richards equation model, JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / MAY/JUNE 2004
Rahardjo, H. (2000). Rainfall-Induced Slope Failures. NSTB 17/6/16 Main Report. Nanyang Technological University,Singapore.
Rahardjo, H., Leong, E.C. Deutscher, M.S. Gasmo, J.M. Tang,S.K. (2000). Rainfall-Induced Slope ailures. Geotechnical Engineering Monograph 3. NTU-PWD Geotechnical Research Centre,Nanyang Technological University, Singapore.
MUKHLISIN, M., KOSUGI, K., SATOFUKA, Y. and Mizuyama, T. (2006)Effects of Soil Porosity on Slope Stability and Debris Flow Runout at a Weathered Granitic Hillslope. Vadoze Zone Jour.,v.5, pp.283-295
DOI: https://doi.org/10.33559/eoj.v2i5.558
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