Author:
Ishii Yasuo,Ota Keiichi,Kuraoka Senro,Tsunaki Ryosuke
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Reference20 articles.
1. Barton N, Bandis S, Bakhtar K (1985) Strength deformation and conductivity coupling of rock joints. Int J Rock Mech Min Sci Geomech Abstr 22(3):121–140
2. Cheng YM, Lansivaara T, Wei WB (2007) Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Comput Geotechnics 34(3):137–150
3. Dawson EM, Roth WH, Drescher A (1999) Slope stability analysis by strength reduction. Geotechnique 49(6):835–840
4. Duncan JM (1996) Soil slope stability analysis. In: Turner AK, Schuster RL (eds) Landslides investigation and mitigation. Special Report 247, Transportation Research Board, National Research Council, Washington DC, pp 337–371
5. Fredlund DG, Scoular REG (1999) Using limit equilibrium concepts in finite element slope stability analysis. In: Yagi N, Yamagami T, Jiang JC (eds) Slope stability engineering. A. A Balkema, Rotterdam, pp 31–47
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