Methodology for quantitative hazard assessment for tunnel collapses based on case histories in Korea

International Journal of Rock Mechanics and Mining Sciences

Volumn 46, Issue 6, 2009, Pages 1072-1087

  Shin, Hyu Soung ^a   Kwon, Young Cheul ^a   Jung, Yong Soo ^a   Bae, Gyu Jin ^a   Kim, Young Geun ^b  

^a Korea Institute of Civil Engineering and Building Technology   (South Korea)

^b Samsung Advanced Institute of Technology (SAIT)   (South Korea)

Author keywords

Artificial neural networks; Interaction matrix; Sensitivity analysis; Tunnel collapse

Indexed keywords

DATABASE SYSTEMS; HAZARDS; MATRIX ALGEBRA; NEURAL NETWORKS;

CASE HISTORY; COLLAPSE HAZARDS; HAZARD ASSESSMENT; HAZARD INDICES; INDICES SYSTEMS; INTERACTION MATRICES; LOGICAL PROCESS; MAJOR FACTORS; TUNNEL COLLAPSE; TUNNEL FACE;

SENSITIVITY ANALYSIS;

ARTIFICIAL NEURAL NETWORK; COLLAPSE; HAZARD ASSESSMENT; HISTORICAL PERSPECTIVE; METHODOLOGY; QUANTITATIVE ANALYSIS; RELIABILITY ANALYSIS; SENSITIVITY ANALYSIS; TUNNEL;

ASIA; EURASIA; FAR EAST; KOREA;

EID: 67649949494     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2009.02.009     Document Type: Article

References (16)

1. Geological Society Engineering Group. The description of rock masses for engineering purposes. Q J Eng Geol 1977;10: 355-88.
2. Barton N.R. Suggested methods for the quantitative description of discontinuities in rock masses, ISRM commission on standardization of laboratory and field tests. Int J Rock Mech Min Sci Geomech Abstr 15 (1978) 319-368
3. Benardos A.G., and Kaliampakos D.C. A methodology for assessing geotechnical hazards for TBM tunnelling-illustrated by the Athens Metro, Greece. Int J Rock Mech Min Sci 41 (2004) 987-999
4. Bieniawski Z.T. Engineering rock mass classifications (1989), Wiley, New York p. 51-72
5. Cancelli A., and Crosta G. Hazard and risk assessment in rockfall prone areas. Risk and reliability in ground engineering (1993), Institute of Civil Engineering, London 177-190 [chapter 15]
6. Dearman W.R. State of weathering: the search for a national approach. In: Hawkins A.B. (Ed). Site investigation practice: accessing BS 5930. Engineering Geology Special Publication No 2 (1986), Geol Society, London 193-198
7. Hudson J.A. Rock engineering systems: theory and practice (1992), Ellise Horwood, Chichester
8. Jiao Y., and Hudson J.A. The fully-coupled model for rock engineering systems. Int J Rock Mech Min Sci Geomech Abstr 32 5 (1995) 491-512
9. Kim YG, Han BH. Filled discontinuities and the stability of rock structures. In: Proceedings of the KGS fall 2006 Korean geotechnical society conference, 2006. p. 278-84 [in Korean with English abstract].
10. Korea Institute of Construction Technology. Development of technologies for minimizing and preventing the disaster on tunnel construction [IV]. Annual report, KICT 2007-063; 2007. p. 22-120 [in Korean with English abstract].
11. Latham J.P., and Lu P. Development of an assessment system for the blastability of rock masses. Int J Rock Mech Min Sci 36 (1999) 41-55
12. Rumelhart D.E., and McClelland J.L. The PDP research group, parallel distributed processing: explorations in the microstructure of cognition (1988), MIT Press, Cambridge, MA
13. Shang Y.J., Wang S.J., Li G.C., and Yang Z.F. Retrospective case example using a comprehensive suitability index (CSI) for siting the Shisan-Ling power station. Int J Rock Mech Min Sci 37 (2000) 839-853
14. Shin HS. Neural network based constitutive models for finite component analysis. PhD thesis, University of Wales Swansea, Swansea, UK; 2001.
15. Yang Y., and Zhang Q. The application of neural networks to rock engineering systems (RES). Int J Rock Mech Min Sci Geomech Abstr 35 6 (1998) 727-745
16. Zhang L.Q., Yang Z.F., Liao Q.L., and Chen J. An application of the rock engineering systems (RES) methodology in rockfall hazard assessment on the Chengdu-Lhasa highway. China Int J Rock Mech Min Sci 41 3 (2004) 526-527