Forensic diagnosis of a shield tunnel failure

Engineering Structures

Volumn 32, Issue 7, 2010, Pages 1830-1837

  Lee, Wei F ^a   Ishihara, Kenji ^a,b  

^a NATIONAL TAIWAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

^b CHUO UNIVERSITY   (Japan)

Author keywords

Construction quality; Forensic investigation; Shield tunnel machine; Soil improvement

Indexed keywords

CONSTRUCTION QUALITY; FAILURE MECHANISM; FORENSIC INVESTIGATION; SHIELD TUNNEL; SHIELD TUNNEL MACHINE; SOIL IMPROVEMENT; SUBWAY TUNNELS; UNDERGROUND METRO;

FAILURE ANALYSIS; GROUNDWATER; QUALITY ASSURANCE; SOILS; SUBWAYS;

SHIELDING;

COLLAPSE; DETECTION METHOD; FAILURE ANALYSIS; FAILURE MECHANISM; FORENSIC SCIENCE; SOIL IMPROVEMENT; TBM; TUNNEL; TUNNEL DESIGN; UNDERGROUND CONSTRUCTION;

KAOHSIUNG; TAIWAN;

EID: 77953020739     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.03.012     Document Type: Article

References (4)

1. Chen C, Lee WF. Forensic investigation of a disastrous failure at the arrival end of a station of the kaohsiung mass rapid transit system. In: Proceeding of international conference on forensic engineering. 2007.
2. Ishihara K, Lee WF. Forensic diagnosis for site-specific ground conditions in deep excavations of subway constructions. Keynote paper, geotechnical and geophysical site characterization. In: Proceeding of the 3rd international conference on site characterization. 2008. p. 31-59.
3. Hwang Ishihara, Lee Forensic studies for failure at an underground station. In: Proceedings of the thirteenth Asian regional conference on soil mechanics and geotechnical engineering. 2007.
4. Lee W.F., Hung C.L., Kuo K.J., Chen J.I.-W., Woo S.-M. Forensic analysis of the cases of failure at the arrival end of O2 Station. Sino-Geotechnics 2005, 105(September):35-46.