Case Studies
Apr 10, 2024

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

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 150, Issue 6

Abstract

Building and ground settlement due to construction dewatering is a well-studied topic. However, most previous investigations have not considered the barrier effect of an adjacent underground structure on the drawdowns and resulting settlements. In this study, the barrier effect and its influence during construction dewatering for a metro station foundation pit is investigated. There are five aquifers at the foundation pit site, and a row of buildings supported on pile foundations, which act as an underground barrier to flow, is present on one side of the pit. On the other sides, there are no deep underground structures to impede groundwater flow. Field monitoring of the groundwater level drawdown, diaphragm wall movement, and ground and building settlements on both sides of the pit was carried out during dewatering. The results indicate that on the side with the pile foundations, the groundwater level drawdown, ground settlement, differential settlement, and angular distortion of building incurred by dewatering were relatively greater, but the diaphragm wall movements were relatively smaller. The effect of preexisting barriers should be considered in the assessment of construction dewatering-induced drawdowns, soil settlements, and building movements.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (grant numbers 51978261 and 51708206), the Natural Science Foundation of Hunan Province (grant number 2022JJ20023) and the Science and Technology Innovation Program of Hunan Province (grant number 2022RC1172). Finally, we deeply appreciate the warm and efficient work by editors and reviewers.

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Journal of Geotechnical and Geoenvironmental Engineering
Volume 150Issue 6June 2024

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Received: May 30, 2023
Accepted: Jan 19, 2024
Published online: Apr 10, 2024
Published in print: Jun 1, 2024
Discussion open until: Sep 10, 2024

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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: https://orcid.org/0000-0002-0917-9815. Email: [email protected]
Professor, Infrastructure Research Group, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK. ORCID: https://orcid.org/0000-0002-2271-0826. Email: [email protected]
Hong-Bo Chen [email protected]
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. Email: [email protected]
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. Email: [email protected]
Associate Professor, Key Laboratory of Coast Civil Structural Safety of the Ministry of Education, Tianjin Univ., Tianjin 300072, China. Email: [email protected]
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. Email: [email protected]

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