Technical Papers
Nov 11, 2019

Mechanism of Shallow Soil Cave–Type Karst Collapse Induced by Water Inrush in Underground Engineering Construction

Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 1

Abstract

Water inrush disasters are the main cause of karst collapse. In this study, a physical model test was conducted to investigate the mechanism of karst collapse. The formation, expansion, and variation of a soil cave induced by water inrush were studied, including the expansion pattern of soil cavities, the voids between the bottom of the hole, cavity disengagement, wall collapse, and soil cavity expansion. The variation of shear stress in soil under the dynamic change in groundwater level was simulated and analyzed using a finite-difference method. When the groundwater level falls, the expansion and collapse of a soil cave are caused by the concentrated action of shear stress on the arch foot of the soil cave. Results of this study deepen the understanding of karst collapse induced by water inrush in underground engineering and provide guidance for the prevention and control of karst ground collapse.

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Acknowledgments

This work is supported by the China Post-doctoral Science Foundation (No. 2019M650698), the National Key Research and Development Program of China (Nos. 2017YFC0404802 and 2017YFC0804602), and the National Natural Science Fund of China (Nos. 41672339 and 51874260). The authors express their gratitude to the editors and reviewers for their constructive and helpful review comments. The authors also declare no conflicts of interest.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 1February 2020

History

Received: Oct 10, 2018
Accepted: Apr 18, 2019
Published online: Nov 11, 2019
Published in print: Feb 1, 2020
Discussion open until: Apr 11, 2020

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Postdoctor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, PR China; Assistant Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, PR China. Email: [email protected]
Quanming Li [email protected]
Professor, Research Institute of Mine Safety Technology, China Academy of Safety Science and Technology, Beijing 100012, PR China. Email: [email protected]
Qinglong Zhang [email protected]
Assistant Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, PR China (corresponding author). Email: [email protected]
Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, PR China. Email: [email protected]
Yujian Xing [email protected]
Graduate Student, Key Laboratory of Track Engineering Beijing, Beijing Jiaotong Univ., Beijing 100044, PR China; Engineer, Avic Institute of Geotechnical Engineering Co., Ltd., No. 56, Zhichun Rd., Beijing 100098, PR China. Email: [email protected]
Graduate Student, Key Laboratory of Track Engineering Beijing, Beijing Jiaotong Univ., Beijing 100044, PR China. Email: [email protected]

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