Improved limit analysis method of piled slopes considering the pile axial forces
Author:
Affiliation:
1. Professor, Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, P. R. China
2. Department of Geological Engineering, Southwest Jiaotong University, Chengdu, P. R. China ()
Abstract
Publisher
Thomas Telford Ltd.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeen.19.00241
Reference27 articles.
1. Effects of vertical loading on lateral screw pile performance
2. Stability analysis of slopes reinforced with piles
3. Ultimate lateral resistance of passive piles in non-cohesive soils
4. Numerical Analysis of the Stability of a Slope Reinforced with Piles
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4. Seismic stability analysis of two-stage slopes reinforced with one row of piles;Soil Dynamics and Earthquake Engineering;2022-02
5. Analyzing the effectiveness of anti-slide piles for slope stabilization against seismic loading using discrete element method;European Journal of Environmental and Civil Engineering;2021-12-22
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