Quantitative evaluation of corner effect on deformation behavior of multi-strutted deep excavation in Bangkok subsoil

Geotechnical Engineering

Volumn 34, Issue 1, 2003, Pages 41-57

  Lin, D G ^a   Chung, T C ^b   Phien wej, N ^c  

^a NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

^b Retired Soldier Engineering Agency   (Taiwan)

^c ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL GEOMETRY; CONVERGENCE OF NUMERICAL METHODS; DEFORMATION; DIAPHRAGMS; ELASTOPLASTICITY; FINITE DIFFERENCE METHOD; MATHEMATICAL MODELS; SOILS; STRAIN MEASUREMENT;

CORNER EFFECTS; LATERAL WALL MOVEMENTS; MULTI-STRUTTED DIAPHRAGM WALLS; TOP-DOWN EXCAVATION;

EXCAVATION;

EID: 14844302988     PISSN: 00465828     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. LEE, F.H., YONG, K.Y., QUAN, K.C.N. and CHEE, K.T. (1998). Effect of corners in strutted excavations: Field monitoring and case histories. ASCE Journal of Geotcchnical and Geoenvironmental Engineering, Vol. 124, No. 4, April, pp. 339-348.
2. LIU, K. X., (1995), Three Dimensional Analysis of Deep Excavation in Soft Clay, Master Engineering Thesis, National University of Singapore, Singapore.
3. 3D, Version 2.0 (1999), ITASCA Consulting Group, Inc. Vol. 1-5, Minneapolis, Minnesota, U.S.A.
4. PHIENWEJ, N., HOCK G.C. and BALASUBRAMANIAM, A.S. (1998). Ground movements in deep excavations with concrete diaphragm wall in Bangkok soils. Proceedings of 13th Southeast Asian Geotechnical Conference, Taipei, Taiwan, pp. 637-642.
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7. OU, C.Y, and SHIAU, B.Y. (1998). Analysis of corner effect on excavation behaviors. Canadian Geotechnical Journal, Vol. 35, pp. 532-540.
8. th Int. Conference on Soil Mechanics and Foundation Engineering, Mexico, State-of-the-Art Volume, pp. 225-290.