A comparative study between infinite slope model and Bishop’s method for the shallow slope stability evaluation
Author:
Affiliation:
1. School of Resources and Safety Engineering, Central South University, Changsha, P.R. China
2. Faculty of Engineering and Built Environment, The University of Newcastle, Callaghan, NSW, Australia
Funder
CRSRI Open Research Program
Open Fund of Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road & Traffic Safety of Ministry of Education
Hunan Provincial Innovation Foundation for Postgraduate
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2019.1584768
Reference38 articles.
1. Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay
2. Stability analysis of slopes reinforced with piles
3. The use of the Slip Circle in the Stability Analysis of Slopes
4. Some Aspects of Effective Stress in Saturated and Partly Saturated Soils
5. Stability Coefficients for Earth Slopes
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