Distributions of earth pressure and soil resistance on full buried single-row anti-sliding piles in loess slopes in northern Shaanxi based on in-situ model testing

Author:

Li Zhe,Zhu Zhenguo,Liu Lulu,Sun Lei

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. Chen GF, Zou LC, Wang Q, Zhang GD (2020) Pile-spacing calculation of anti-slide pile based on soil arching effect. Adv Civ Eng 2020:1–6

2. Dai ZH (2002) Study on distribution laws of landslide-thrust and resistance of sliding mass acting on anti-slide piles. Chin J Rock Mech Eng 21(4):517–521 ((in Chinese))

3. Fan G, Zhang JJ, Qi SC, Wu JB (2019) Dynamic response of a slope reinforced by double-row anti-sliding piles and pre-stressed anchor cables. J Mt Sci 16:226–241

4. Frank R, Pouget P (2008) Experimental pile subjected to long duration thrusts owing to a moving slope. Géotechnique 58:645–658

5. Gu M, Kong L, Chen R, Chen Y, Bian X (2014) Response of 1×2 pile group under eccentric lateral loading. Comput Geotech 57:114–121

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