Stability Analysis of Layered Soil Slope Using Truncated Pile with Numerical Solution

Author(s):  
Suman Hazari ◽  
Spelina Roy ◽  
Sima Ghosh
2018 ◽  
Vol 78 (4) ◽  
pp. 2611-2625 ◽  
Author(s):  
Xiao-Ping Zhou ◽  
Bin-Zhan Zhu ◽  
Charng-Hsein Juang ◽  
Louis Ngai Yuen Wong

2011 ◽  
Vol 261-263 ◽  
pp. 1709-1713
Author(s):  
Meng Yang ◽  
Xiao Min Liu

This paper introduces a new failure mode pattern of soil slope – the logarithmic spiral slippery fracture. A mathematical model for the logarithmic spiral slippery fracture is established, taking the anti-shear function of the soil-nailing into consideration. The shear of soil-nailing, axial force, and the safety coefficients based on the limiting equilibrium method are derived, leading to an accurate stability analysis of the strengthening of soil slope. A case study shows that the anti-shear function of the soil-nailing can be significant and should not be ignored in engineering design.


PAMM ◽  
2013 ◽  
Vol 13 (1) ◽  
pp. 241-242 ◽  
Author(s):  
Seyedmohammad Zinatbakhsh ◽  
Bernd Markert ◽  
Wolfgang Ehlers

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