Determination of Critical Failure Surface of Slopes Using Particle Swarm Optimization Technique Considering Seepage and Seismic Loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
http://link.springer.com/content/pdf/10.1007/s10706-018-0683-8.pdf
Reference48 articles.
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3. Baker R, Garber M (1978) Theoretical analysis of the stability of slopes. Geotechnique 28:341–395
4. Bhattacharya RK, Satish MG (2007) Optimal design of a stable trapezoidal section using hybrid optimization techniques. J Irrig Drain Eng ASCE 1333(4):323–329
5. Bishop AW (1955) The use of slip circle in the stability analysis of slopes. Geotechnique 5(1):7–17
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