Ground Behavior due to Dewatering Inside a Foundation Pit Considering the Barrier Effect of Preexisting Building Piles on Aquifer Flow-Reference-Cited by-同舟云学术

Ground Behavior due to Dewatering Inside a Foundation Pit Considering the Barrier Effect of Preexisting Building Piles on Aquifer Flow

Published:2024-06 Issue:6 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zeng Chao-Feng¹^ORCID,Powrie William²^ORCID,Chen Hong-Bo³,Wang Shuo³,Diao Yu⁴,Xue Xiu-Li⁵

Affiliation:

1. Professor, Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China (corresponding author). ORCID: .

2. Professor, Infrastructure Research Group, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK. ORCID: .

3. Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China.

4. Associate Professor, Key Laboratory of Coast Civil Structural Safety of the Ministry of Education, Tianjin Univ., Tianjin 300072, China.

5. Associate Professor, Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11978

Reference81 articles.

1. Influence of large-scale inhomogeneities on a construction dewatering system in chalk

2. Cracking in Walls of a Building Adjacent to a Deep Excavation

3. Burland J. B. and C. P. Wroth. 1975. “Settlement of buildings and associated damage.” In Proc. BGS Conf. on the Settlement of Structures 611–654. London: Pentech Press.

4. Canadian Geotechnical Society. 1992. Canadian foundation engineering manual. Vancouver, BC, Canada: BiTech Publishers.

5. Study on artificial recharge and well loss in confined aquifers using theoretical and back-analysis calculations of hydrogeological parameters from recharge and pumping tests

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