Influence of Soil Excavation on Bearing Behavior of Pile Group Foundation Composed of Underpinning Piles and Existing Piles-Reference-Cited by-同舟云学术

Influence of Soil Excavation on Bearing Behavior of Pile Group Foundation Composed of Underpinning Piles and Existing Piles

Published:2023-12-06 Issue:2 Volume:52 Page:20230236
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Shan Hua-feng¹,Yu Feng²,He Shao-heng³,Xia Tang-dai⁴

Affiliation:

1. School of Civil Engineering and Architecture, Taizhou University, No. 1139 Shifu Ave., Jiaojiang District, Taizhou, Zhejiang 317000, China (Corresponding author), e-mail: shanhf@zju.edu.cn, https://orcid.org/0000-0001-5184-0999

2. School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, 2nd Ave., Xiasha, Hangzhou, Zhejiang 310018, China

3. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong 999077, China

4. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, 866 Yuhangtang Rd., Hangzhou 310058, China

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference38 articles.

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2. Y. Chu, “A Failure Case Study of Island Method Excavation in Soft Clay” (paper presentation, International Conference on Design and Construction of Deep Foundations, Orlando, FL, December 6–8, 1994).

3. A Case Study of Passive Piles Failure in Open Excavation;Kok;DFI Journal—The Journal of the Deep Foundations Institute,2009

4. Numerical Investigation of the Failure of a Building in Shanghai, China;Chai;Computers and Geotechnics,2014

5. Response and Stability of Piles Subjected to Excavation Loading;Guo;International Journal of Geomechanics,2021