Response of Long–Short Supporting Piles due to Deep Excavation in Soil–Rock Combined Strata-Reference-Cited by-同舟云学术

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Response of Long–Short Supporting Piles due to Deep Excavation in Soil–Rock Combined Strata

Published:2024-02 Issue:2 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Xinrong¹,Wang Jiwen¹,Zhou Xiaohan²,Zhang Ming³,Wang Linfeng¹,Xu Bin⁴,Lou Xihui³

Affiliation:

1. College of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. College of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

3. China Railway Bridge Survey and Design Institute Group Co. Ltd., Wuhan 430101, China.

4. School of River and Ocean Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8587

Reference40 articles.

1. A theoretical study on ground surface settlement induced by a braced deep excavation;Chen H. H.;Eur. J. Environ. Civ. Eng.,2020

2. Geological difficulties and countermeasures for socket diaphragm walls in weathered granite in Shenzhen, China

3. Analysis of the zoning excavation monitoring data of a narrow and deep foundation pit in a soft soil area

4. Investigation into performance of deep excavation in sand covered karst: A case report

5. Research on diaphragm wall mechanism and effect of deformation control in soft soil;Feng C. L.;Chin. J. Geotech. Eng.,2018

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1. Analysis of pile-soil-excavation interaction and load transfer mechanism in multi-layered soil for an in-service pile group;Computers and Geotechnics;2024-07

2. Construction quality control of concrete structures in architectural engineering—A case in Shanghai, China;Urban Resilience and Sustainability;2024

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