WEI Lide, YANG Chunhe, GAO Changsheng. Optimization of slide-resistant piles based on strength reduction method with 3D FEM[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 115-117.
Citation:
WEI Lide, YANG Chunhe, GAO Changsheng. Optimization of slide-resistant piles based on strength reduction method with 3D FEM[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 115-117.
WEI Lide, YANG Chunhe, GAO Changsheng. Optimization of slide-resistant piles based on strength reduction method with 3D FEM[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 115-117.
Citation:
WEI Lide, YANG Chunhe, GAO Changsheng. Optimization of slide-resistant piles based on strength reduction method with 3D FEM[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 115-117.
Optimization of slide-resistant piles based on strength reduction method with 3D FEM
The strength reduction method was applied in elasto-plastic FEM to optimize the piles used to reinforce slope.The computated results showed that the piles placed in the middle of the slope could increase the stability of the slope most affectively,and the stability of the slope would be increased more quickly by reducing the longitudinal spacing than by increasing the radius of pile.
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