A case study on the behaviour of a deep excavation in sand

Computers and Geotechnics

Volumn 36, Issue 4, 2009, Pages 665-675

  Hsiung, Bin Chen Benson ^a  

^a NATIONAL KAOHSIUNG UNIVERSITY OF APPLIED SCIENCES   (Taiwan)

Author keywords

Creep; Deep excavation; Elasticity; Sand; Soil wall interface

Indexed keywords

CREEP; ELASTICITY; SAND; SOILS;

BASE SLABS; CREEP RATES; CREEP SIMULATIONS; DEEP EXCAVATION; DYNAMIC VISCOSITIES; INTERFACE ELEMENTS; NON-SUPPORTED; OBSERVATION DATUM; PARAMETRIC STUDIES; PLASTIC MODELS; SENSITIVE PARAMETERS; SHEAR STIFFNESS; SMALL STRAINS; SOIL ELASTICITIES; TIME DEPENDENTS; VERTICAL DISPLACEMENTS; VISCO ELASTICS;

EXCAVATION;

BACK ANALYSIS; CREEP; ELASTICITY; EXCAVATION; INSTALLATION; NUMERICAL METHOD; SAND;

EID: 61749086129     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2008.10.003     Document Type: Article

References (24)

1. Bowles J.E. Foundation analysis and design. 5th ed. (1996), McGraw Hill
2. Brinkgreve RBJ. PLAXIS 2D version 8 - user's menu. A.A. Balkema; 2004.
3. Burland J.B., and Hancock R.J.R. Underground car park at the house of commons: geotechnical aspects. Struct Eng 55 (1977) 87-100
4. CECI. Structure protection evaluation report in contract CR2 of kaohsiung metro systems; 2002 [in Chinese].
5. Finno R.J., Atmatzidis D.K., and Perkins S.B. Observed performance of a deep excavation in clay. J Geotech Eng Div 115 GT8 (1989) 1045-1064
6. Hsieh P.G., and Ou C.Y. Shape of ground surface settlement profiles caused by excavation. Can Geotech J 35 6 (1998) 1004-1017
7. Hsiung BC. Engineering performance of deep excavations in Taipei. PhD thesis, University of Bristol, UK; 2002.
8. Hsiung BCB, Chuay HY. Geotechnical risk assessment and performance-based evaluation of a deep excavation in the Kaohsiung MRT system project. In: TAIPEI2006 international symposium on new generation design codes for geotechnical engineering practice, Taipei, Taiwan; 2006.
9. Hwang R.N., Moh Z.C., and Wang C.H. Performance of wall system during excavation for Core Pacific city. J GeoEng 2 2 (2007) 53-60
10. Hwang R.N., Moh Z.C., and Wang C.H. Toe movements of diaphragm walls and correction of inclinometer readings. J GeoEng 2 2 (2007) 61-72
11. Itasca. User's guide for FLAC version 5.0; 2005.
12. Konda T, Ota H, Yanagawa T, Hashimoto A. Measurements of ground deformations behind braced excavations the 6th international symposium on geotechnical aspects of underground construction in soft ground; 2008. p. 295-300.
13. Long M. Database for retaining wall and ground movements due to deep excavations. J Geotech Geoenviron Eng 127 3 (2001) 203-224
14. Liao JT, Ou CY. Engineering performance of a deep excavation of Taipei National Enterprise Centre, research report GT 96008, National Taiwan University of Science and Technology; 1997 [in Chinese].
15. Lin H.D., Ou C.Y., and Wang C.C. Time-dependent displacement of diaphragm wall induced by soil creep. J Chinese Inst Eng 25 2 (2002) 223-231
16. Liu G.B., Ng C.W.W., and Wang Z.W. Observed performance of a deep multistructured excavation in Shanghai soft clays. J Geotech Geoenviron Eng 131 8 (2005) 1004-1013
17. Lu CC. Numerical analysis of deep excavation in soft ground. MSc thesis, National Kaohsiung University of Applied Sciences, Taiwan; 2006 [in Chinese].
18. Mair R.J. Unwin memorial lecture 1992-Developments in geotechnical engineering research: application to tunnels and deep excavations. Proc Inst Civ Eng, Civ Eng February (1993) 27-41
19. Mana A.I., and Clough G.W. Prediction of movements for braced cut in clay. J Geotech Eng Div, ASCE 107 6 (1981) 759-777
20. Ng CWW. An excavation of soil-structure interaction associated with a multi-propped excavation. PhD thesis, University of Bristol, UK; 1992.
21. Ou C.Y., Hsieh P.G., and Chiuo D.C. Characteristics of ground surface settlement during excavation. Can Geotech J 30 5 (1993) 758-767
22. Peck RB. Deep excavation and tunneling in soft ground. In: Proceeding of the 7th international conference on soil mechanics and foundation engineering, Mexico city, State-of-the art volume; 1969. p. 225-90.
23. Wallace J.C., Ho C.E., and Long M. Retaining wall behaviour for a deep basement in Singapore marine clay. Proceeding of international retaining structures (1992), Thomas Telford, London, UK p. 195-204
24. Yao JC. Engineering performance of deep excavation in Kaohsiung- using example of O6, O7 and O8 station in Kaohsiung metro. MSc thesis, National Kaohsiung University of Applied Sciences, Taiwan; 2005 [in Chinese].