Elastic solution for tunneling-induced ground movements in clays

International Journal of Geomechanics

Volumn 4, Issue 4, 2004, Pages 310-318

  Park, K H ^a  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

Author keywords

Deformation; Elasticity; Ground motion; Soft soils; Tunneling

Indexed keywords

BOUNDARY CONDITIONS; DEFORMATION; ELASTICITY; TUNNELS;

DISPLACEMENTS; GROUND DEFORMATION; GROUND MOVEMENTS; LATERAL DEFORMATION;

CLAY;

CLAY; DEFORMATION; ELASTICITY; GROUND MOVEMENT; SOFT SOIL; TUNNELING;

EID: 10344223508     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2004)4:4(310)     Document Type: Article

References (15)

1. Attewell, P. B., and Farmer, I. W. (1974). "Ground deformations resulting from shield tunnelling in London clay." Can. Geotech. J. 11, 380-395.
2. Bobet, A. (2001). "Analytical solutions for shallow tunnels in saturated ground." J. Eng. Mech., 127(12), 1258-1266.
3. Chou, W. I., and Bobet, A. (2002). "Predictions of ground deformations in shallow tunnels in clay." Tunn. Undergr. Space Technol., 17, 3-19.
4. Deane, A. P., and Bassett, R. H. (1995). "The Heathrow Express Trial Tunnel." Proc. Inst. Civ. Eng., Geotech. Eng., 113(Jul.), 144-156.
5. Einstein, H. H., and Schwartz, C. W. (1979). "Simplified analysis for tunnel supports." J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 105(4), 499-518.
6. Ledesma, A., and Romero, E. (1997). "Systematic back-analysis in tunnel excavation problems as a monitoring technique." Proc., 14th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 3, 1425-1428.
7. Lee, K. M., Rowe, R. K., and Lo, K. Y. (1992). "Subsidence owing to tunnelling. I: Estimating the gap parameter." Can. Geotech. J., 29, 929-940.
8. Loganathan, N., and Poulos, H. G. (1998). "Analytical prediction for tunneling-induced ground movements in clays." J. Geotech. Geoenviron. Eng., 124(9), 846-856.
9. Palmer, J. H., and Belshaw, D. J. (1978). "Deformations and pore pressures in the vicinity of a precast, segmented concrete-lined tunnel in clay." Can. Geotech. J., 17, 174-184.
10. Phienwej, N. (1997). "Ground movements in shield tunnelling in Bangkok soils." Proc., 14th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 3, 1469-1472.
11. Ramasamy, N. (1992). "Soft ground tunnelling in Bangkok subsoils." M. Eng. thesis, Asian Institute of Technology, Bangkok, Thailand.
12. Rowe, R. K., and Kack, G. J. (1983). "A theoretical examination of the settlements induced by tunnelling: Four case histories." Can. Geotech. J., 20, 299-314.
13. Sagaseta, C. (1987). "Analysis of undrained soil deformation due to ground loss." Geotechnique, 37, 301-320.
14. Timoshenko, P., and Goodier, J. N. (1970). Theory of elasticity, McGrawHill, New York.
15. Verruijt, A., and Booker, J. R. (1996). "Surface settlements due to deformation of a tunnel in an elastic half plane." Geotechnique, 46(4), 753-756.