Reliability analysis of unsaturated soil slope stability using spatial random field-based Bayesian method

Landslides ◽  
2020 ◽  
Author(s):  
M. L. Huang ◽  
D. A. Sun ◽  
C. H. Wang ◽  
Y. Keleta
2012 ◽  
Vol 170-173 ◽  
pp. 847-852
Author(s):  
Peng Ming Jiang ◽  
Zhong Lei Yan ◽  
Peng Li

As the complexity of unsaturated soil theory, and it must have a long test period when we study the unsaturated soils, so the conventional design analysis software does not provide such analysis, so we can imagine that such a slope stability analysis does not accurately reflect the actual state of the slope. Based on the known soil moisture content,this paper use the soil water characteristic curve and strength theory of unsaturated soil to calculate the strength reduction parameters of soil which can calculate the stability of the soil slope when using the common calculation method. It is noticeable that this method can be extended and applied if we establish regional databases for this simple method, and these databases can improve the accuracy of the calculation of slope stability.


2020 ◽  
Author(s):  
Tareq H. Al-Rahal ◽  
Suhail I. A. Khattab ◽  
Bayer J. Al-Sulaifanie

2015 ◽  
Vol 107 (3) ◽  
pp. 821-841 ◽  
Author(s):  
Dong-mei Sun ◽  
Yong-ge Zang ◽  
Stephan Semprich

2016 ◽  
Vol 13 (7) ◽  
pp. 1304-1312
Author(s):  
Zi-zhen Liu ◽  
Zhi-xin Yan ◽  
Zhi-hua Ren ◽  
Zhan-hong Qiu ◽  
Jian Duan

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