Geohazards induced by anthropic activities of geoconstruction: a review of recent failure cases

被引:30
作者
Elbaz, Khalid [1 ,2 ]
Shen, Jack S. [1 ,2 ]
Arulrajah, Arul [3 ]
Horpibulsuk, Suksun [4 ]
机构
[1] Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Dept Civil Engn, Shanghai 200240, Peoples R China
[2] Shanghai Jiao Tong Univ, Collaborat Innovat Ctr Adv Ship & Deep Sea Explor, Dept Civil Engn, Shanghai 200240, Peoples R China
[3] Swinburne Univ Technol, Dept Civil & Construct Engn, Melbourne, Vic 3122, Australia
[4] Suranaree Univ Technol, Sch Civil Engn, Ctr Excellence Innovat Sustainable Infrastruct De, 111 Univ Ave, Muang Dist 30000, Nakhon Ratchasi, Thailand
关键词
Anthropic activities; Hazards; Underground construction; Collapse; EXCAVATION DAMAGED ZONE; SOFT DEPOSITS; BEHAVIOR; SAND; TUNNEL; PERFORMANCE; SHANGHAI; AQUIFERS; WALLS;
D O I
10.1007/s12517-016-2740-z
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Many hazards occurring due to underground construction works can be attributed to anthropic activities. It is important to know what new knowledge on both geology and construction operation are needed to prevent these hazards from leading to catastrophic failures. In this paper, nine anthropic hazards due to the underground construction in recent years at Asian countries are discussed. Each case study discussed the project description, geological conditions, the collapse and its consequence, and analysis of failure mechanism according to field investigations. Furthermore, to explore the cause of the collapse and to prevent similar hazards from leading to failures, the collapsed excavations of the selected case studies were studied extensively. Based on the field investigations undertaken in this study, underground construction collapse which can be attributed to human-induced activities are overexcavation, water leakage, soil deterioration, faults in design and implementations, erosion, and inadequate ground improvement. The understanding of the effect of these human-induced activities can be used as a guideline for avoiding hazards in future projects.
引用
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页数:11
相关论文
共 73 条
[21]   Evaluation of hydraulic parameters from pumping tests in multi-aquifers with vertical leakage in Tianjin [J].
Shen, Shui-Long ;
Wu, Yong-Xia ;
Xu, Ye-Shuang ;
Hino, Takenori ;
Wu, Huai-Na .
COMPUTERS AND GEOTECHNICS, 2015, 68 :196-207
[22]   Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai [J].
Shen, Shui-Long ;
Wu, Huai-Na ;
Cui, Yu-Jun ;
Yin, Zhen-Yu .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 40 :309-323
[23]   Generalized Approach for Prediction of Jet Grout Column Diameter [J].
Shen, Shui-Long ;
Wang, Zhi-Feng ;
Yang, Jun ;
Ho, Chu-Eu .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 139 (12) :2060-2069
[24]   Interpretation of increased deformation rate in aquifer IV due to groundwater pumping in Shanghai [J].
Shen, Shui-Long ;
Ma, Lei ;
Xu, Ye-Shuang ;
Yin, Zhen-Yu .
CANADIAN GEOTECHNICAL JOURNAL, 2013, 50 (11) :1129-1142
[25]   A field trial of horizontal jet grouting using the composite-pipe method in the soft deposits of Shanghai [J].
Shen, Shui-Long ;
Wang, Zhi-Feng ;
Sun, Wen-Juan ;
Wang, Lin-Bing ;
Horpibulsuk, Suksun .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2013, 35 :142-151
[26]   Jet grouting with a newly developed technology: The Twin-Jet method [J].
Shen, Shui-Long ;
Wang, Zhi-Feng ;
Horpibulsuk, Suksun ;
Kim, Yong-Hyun .
ENGINEERING GEOLOGY, 2013, 152 (01) :87-95
[27]   Methodology for quantitative hazard assessment for tunnel collapses based on case histories in Korea [J].
Shin, Hyu-Soung ;
Kwon, Young-Cheul ;
Jung, Yong-Soo ;
Bae, Gyu-Jin ;
Kim, Young-Geun .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2009, 46 (06) :1072-1087
[28]  
Shin JH., 2006, Tunn Undergr Space Technol, V21, P296, DOI [10.1016/j.tust.2005.12.154, DOI 10.1016/J.TUST.2005.12.154]
[29]  
Singapore Government, 2005, REP COMM INQ INC MRT
[30]   Why Excavation of a Small Air Shaft Caused Excessively Large Displacements: Forensic Investigation [J].
Tan, Yong ;
Lu, Ye .
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2017, 31 (02)