Case study on stability analysis of large rock slopes by stereophotogrammetry in highway construction project

Author(s):  
B You ◽  
J Shim ◽  
H Park ◽  
W Heo ◽  
P Song
2011 ◽  
Vol 45 (2) ◽  
pp. 205-215 ◽  
Author(s):  
Shilpa Pal ◽  
Amir M. Kaynia ◽  
Rajinder K. Bhasin ◽  
D. K. Paul

2019 ◽  
Author(s):  
Rachel Capps ◽  
◽  
Scott Brame ◽  
Audrey Crafton

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.


2003 ◽  
Vol 3 (2) ◽  
pp. 79-91
Author(s):  
Florence Yean Yng Ling ◽  
Mohammed Fadhil Dulaimi ◽  
Mohan Kumaraswamy ◽  
Arun Bajracharya

2020 ◽  
Vol 13 (24) ◽  
Author(s):  
Sahil Sardana ◽  
Pushpendra Sharma ◽  
Amit Kumar Verma ◽  
Trilok Nath Singh
Keyword(s):  

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