A novel approach for determining landslide pushing force based on landslide-pile interactions

Author:

Tang Huiming,Hu Xinli,Xu Cong,Li Changdong,Yong Rui,Wang Liangqing

Funder

National Basic Research Program “973” Project of the Ministry of Science and Technology of the People's Republic of China

National Natural Science Foundation of China

National Natural Science Foundation of Hubei, China

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference22 articles.

1. Single pile under horizontal loads in sand: determination of p–y curves from the prebored pressuremeter test;Bouafia;Geotech. Geol. Eng.,2007

2. Study on distribution laws of landslide-thrust and resistance of sliding mass acting on antislide piles;Dai;Chin. J. Rock Mech. Eng.,2002

3. Field modeling of laterally distributed landslide trusts over anti-slide piles. Chinese;Dai;J. Geotech. Eng.,2010

4. Design method for stabilization of slopes with piles;Hassiotis;Journal of Geotechnical and Geoenvironmental Engneering,1997

5. Design method for stabilizing piles against landslide—one row of piles;Ito;Soils Found.,1981

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