Comparison between landslide thrust force on double-row and single-row stabilizing piles
Author:
Affiliation:
1. i) Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China.ii) Department of Geological Engineering, Southwest Jiaotong University, Chengdu 610031, China.
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/8/7/8_v08.c35/_pdf
Reference15 articles.
1. 1) Cai, F. and Ugai, K. (2000): Numerical analysis of the stability of a slope reinforced with piles, Soils and Foundations, 40(1), 73-84.
2. 2) Chow, YK. (1996): Analysis of piles used for slope stabilization, International journal for numerical and analytical methods in Geomechanics, 20, 635-646.
3. 3) Guo, WD. (2009): Nonlinear response of laterally loaded piles and pile groups, International journal for numerical and analytical methods in Geomechanics, 33, 879-914.
4. 4) Hassiotis, S., Chameau, JL. and Gunaratne, M. (1997): Design method for stabilization of slopes with piles, Journal of Geotechnical and Geo-environmental Engineering, 123(4), 314-322.
5. 5) Ito, T., Matsui, T. and Hong, WP. (1981): Design method for stabilizing piles against landslide—one row of piles, Soils and Foundations, 21(1), 21-37.
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1. Centrifuge modeling of multi-row stabilizing piles reinforced reservoir landslide with different row spacings;Landslides;2022-11-18
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