Investigation into performance of deep excavation in sand covered karst: A case report
Performing deep excavations in karst regions is likely lead to geo-hazards, e.g. sinkholes, water ingress, and ground surface settlement. This case report presents the performance of a 16-m deep excavation in sand covered karst in Metro Line no. 9, Guangzhou, China. The performances during deep exca...
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| Published in | Soils and foundations Vol. 58; no. 4; pp. 1042 - 1058 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier B.V
01.08.2018
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| Subjects | |
| Online Access | Get full text |
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| Abstract | Performing deep excavations in karst regions is likely lead to geo-hazards, e.g. sinkholes, water ingress, and ground surface settlement. This case report presents the performance of a 16-m deep excavation in sand covered karst in Metro Line no. 9, Guangzhou, China. The performances during deep excavation, including lateral wall deflection, vertical wall movement, ground surface settlement, and settlement of adjoining buildings, were monitored and evaluated. Based upon the interpretation of the field measurements, the following major findings were obtained: (i) the lateral wall deflection and surface settlement measurements were smaller those cited in other case studies with similar geological conditions, (ii) both the grouting of the karst cavern and the use of the socket diaphragm wall panel dominated the performance of the deep excavation; (iii) the type of the founding structure could significantly affect the settlement development of the adjoining buildings. This case report provides insight into the design and construction of deep, narrow excavations in sand covered karst in a metropolitan environment. |
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| AbstractList | Performing deep excavations in karst regions is likely lead to geo-hazards, e.g. sinkholes, water ingress, and ground surface settlement. This case report presents the performance of a 16-m deep excavation in sand covered karst in Metro Line no. 9, Guangzhou, China. The performances during deep excavation, including lateral wall deflection, vertical wall movement, ground surface settlement, and settlement of adjoining buildings, were monitored and evaluated. Based upon the interpretation of the field measurements, the following major findings were obtained: (i) the lateral wall deflection and surface settlement measurements were smaller those cited in other case studies with similar geological conditions, (ii) both the grouting of the karst cavern and the use of the socket diaphragm wall panel dominated the performance of the deep excavation; (iii) the type of the founding structure could significantly affect the settlement development of the adjoining buildings. This case report provides insight into the design and construction of deep, narrow excavations in sand covered karst in a metropolitan environment. |
| Author | Shen, Shui-Long Cheng, Wen-Chieh Tan, Yong Elbaz, Khalid |
| Author_xml | – sequence: 1 givenname: Khalid surname: Elbaz fullname: Elbaz, Khalid email: Khalid@sjtu.edu.cn organization: State Key Laboratory of Ocean Engineering, Department of Civil Engineering, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong University, 800 Dong Chuan Road, Minhang District, Shanghai 200240, China – sequence: 2 givenname: Shui-Long surname: Shen fullname: Shen, Shui-Long email: slshen@sjtu.edu.cn organization: State Key Laboratory of Ocean Engineering, Department of Civil Engineering, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong University, 800 Dong Chuan Road, Minhang District, Shanghai 200240, China – sequence: 3 givenname: Yong surname: Tan fullname: Tan, Yong email: tanyong21th@tongji.edu.cn organization: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China – sequence: 4 givenname: Wen-Chieh surname: Cheng fullname: Cheng, Wen-Chieh email: w-c.cheng@xauat.edu.cn organization: Institute of Tunnel and Underground Structure Engineering, School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China |
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| Keywords | Sand covered karst Socket diaphragm wall Deep excavation Grouting Ground surface settlement |
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| Snippet | Performing deep excavations in karst regions is likely lead to geo-hazards, e.g. sinkholes, water ingress, and ground surface settlement. This case report... |
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| SubjectTerms | Deep excavation Ground surface settlement Grouting Sand covered karst Socket diaphragm wall |
| Title | Investigation into performance of deep excavation in sand covered karst: A case report |
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