Technical Papers
Aug 30, 2022

Hydromechanical Coupled Analysis of Water Inrush in a Karst Cave-Fracture Rock System: A Case Study

Publication: Journal of Performance of Constructed Facilities
Volume 36, Issue 6

Abstract

The water diversion tunnel of the Suki-Kinari hydropower station in Pakistan passes through deep valleys with karst caves. Water and mud inrush disasters occurred during tunnel construction because of the adequate water supply from valleys and numerous flow channels. In this work, we develop a karst cave-discrete fracture network model using the C++ code and conduct numerical simulations by ABAQUS version 2018 on a water inrush disaster. Then, considering different strengths and permeability in the reinforced area, we discuss the reinforcement of the fractured rock mass in order to prevent water inrush. Numerical results show that the combination of an increase in strength and one order of magnitude reduction in permeability of fractures is an effective measurement for preventing water inrush. For the specific geological conditions of the A6a diversion tunnel, numerical results indicate that the largest deformation of tunnel offsets toward the orientation of the karst cave. The influence of the relative position of the karst cave varies with cave water pressure, indicating it is essential to consider the relative position of the karst cave and cave water pressure simultaneously for water inrush assessment. In addition, the extent of symmetric deformation is also affected by the relative position between the karst cave and the tunnel.

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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

The authors gratefully acknowledge the support of the National Natural Science Foundation of China (Grant No. 51991392).

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 36Issue 6December 2022

History

Received: Dec 30, 2021
Accepted: Jun 28, 2022
Published online: Aug 30, 2022
Published in print: Dec 1, 2022
Discussion open until: Jan 30, 2023

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Ph.D. Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Ph.D. Student, Univ. of Chinese Academy of Sciences, Beijing 100049, China. Email: [email protected]
Ph.D. Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Ph.D. Student, Univ. of Chinese Academy of Sciences, Beijing 100049, China. Email: [email protected]
Xianjun Tan [email protected]
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Professor, Univ. of Chinese Academy of Sciences, Beijing 100049, China. Email: [email protected]
Weizhong Chen [email protected]
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Professor, Univ. of Chinese Academy of Sciences, Beijing 100049, China (corresponding author). Email: [email protected]
Project Manager, China Gezhouba Group No. 3 Engineering Co., Ltd., No. 36, Jinye Rd., Xi’an 710065, China. Email: [email protected]

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