Psuedo static stability analysis of rock slope using patton’s shear criterion

Psuedo static stability analysis of rock slope using patton’s shear criterion

Abstract A deterministic model for the factor of safety of an idealized rock mass for planar mode of failure is developed adopting Limit Equilibrium Method (LEM) using Patton’s shear strength criterion and considering practically occurring conditions such as the effect of tension crack, water filled...

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Bibliographic Details
Main Authors: Subhadeep Metya, Neeraj Chaudhary, Keshav Kumar Sharma
Format: Article
Language:English
Published: SpringerOpen 2021-03-01
Series:International Journal of Geo-Engineering
Subjects:
Anchored rock slope
Slope stability
Deterministic model
Limit equilibrium method
Planar failure
Patton’s shear strength criterion
Online Access:https://doi.org/10.1186/s40703-020-00137-w

Internet

https://doi.org/10.1186/s40703-020-00137-w

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