LSSVM-based approach for refining soil failure criteria and calculating safety factor of slopes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11709-022-0863-8.pdf
Reference64 articles.
1. Collins I F, Gunn C I M, Pender M J, Yan W. Slope stability analyses for materials with a non-linear failure envelope. International Journal for Numerical and Analytical Methods in Geomechanics, 1988, 12(5): 533–550
2. Kang F, Li J J. Artificial bee colony algorithm optimized support vector regression for system reliability analysis of slopes. Journal of Computing in Civil Engineering, 2016, 30(3): 04015040
3. Chen W F, Scawthorn C R. Limit analysis and limit equilibrium solutions in soil mechanics. Soil and Foundation, 1970, 10(3): 13–49
4. Sun D A, Wang L, Li L. Stability of unsaturated soil slopes with cracks under steady-infiltration conditions. International Journal of Geomechanics, 2019, 19(6): 04019044
5. Wang L, Sun D A, Yao Y, Tan Y. Seismic stability of 3D piled unsaturated earth slopes using kinematic limit analysis. Soil Dynamics and Earthquake Engineering, 2019, 126: 105821
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