Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation-Reference-Cited by-同舟云学术

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Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation

Published:2021-01-23 Issue:6 Volume:16 Page:1895-1907
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Liu Songyu,Li Hongjiang,Tong Liyuan

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Construction Science and Technology Research Project of Jiangsu Province

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-020-01024-5.pdf

Reference32 articles.

1. Basu D, Salgado R, Prezzi M (2009) A continuum-based model for analysis of laterally loaded piles in layered soils. Geotechnique 59(2):127–140

2. Beatty CI (1970) Lateral test on pile groups. Foundation Facts, V I(1), 18–21, Raymond Concrete Pile Division. Raymond International Inc., Houston

3. Bilotta E, Russo G (2010) Use of a line of piles to prevent damages induced by tunnel excavation. J Geotech Geoenviron Eng 137(3):254–262

4. Cai F, Ugai K (2000) Numerical analysis of the stability of a slope reinforced with piles. Soils Found 40(1):73–84

5. Chow YK, Yong KY (1996) Analysis of piles subject to lateral soil movements. J Inst Eng 36(2):43–49

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