Reliability analysis of infinite slopes with linearly increasing mean undrained strength

2021 ◽  
Vol 140 ◽  
pp. 104442
Author(s):  
Desheng Zhu ◽  
Lei Xia ◽  
D.V. Griffiths ◽  
Gordon A. Fenton
1985 ◽  
Vol 22 (4) ◽  
pp. 437-442 ◽  
Author(s):  
Kingsley Harrop-Williams ◽  
Samuel Ejezie

The probabilistic description of the undrained strength of cohesive soils is important in the reliability analysis of short-term slope stability. In this paper the undrained strength is derived to be identically beta-distributed with depth. The approach is through consideration of particle-to-particle effects in the soil and the overall contribution of both cohesion and friction to the undrained strength. The final result confirms experimental investigation in these soils.


2009 ◽  
Author(s):  
Ronald Laurids Boring ◽  
Johanna Oxstrand ◽  
Michael Hildebrandt

2020 ◽  
Vol 16 (11) ◽  
pp. 1826
Author(s):  
Li Zheng ◽  
Yang Jianwei ◽  
Yao Dechen ◽  
Wang Jinhai ◽  
Pang Qicheng

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