Surface settlements due to deformation of a tunnel in an elastic half plane

Geotechnique

Volumn 46, Issue 4, 1996, Pages 753-756

  Verruijt, A ^a   Booker, J R ^b  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b UNIVERSITY OF SYDNEY   (Australia)

Author keywords

Deformation; Elasticity; Stress analysis; Tunnels

Indexed keywords

APPROXIMATION THEORY; DEFORMATION; ELASTICITY; NUMERICAL ANALYSIS; SHEAR STRESS; SOIL MECHANICS; STRAIN; STRESS ANALYSIS; TUNNELS;

DISPLACEMENT; GROUND LOSS; SURFACE SETTLEMENT; TUNNEL DEFORMATION; TUNNEL OVALIZATION;

STRUCTURAL ANALYSIS;

DEFORMATION; ELASTICITY; SETTLEMENT; STRESS ANALYSIS; TUNNEL;

EID: 0030468628     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1996.46.4.753     Document Type: Article

References (8)

1. Attewell, P. B. & Woodman, J. P. (1982). Predicting the dynamics of ground settlement and its derivatives by tunnelling in soil. Ground Engineering 15, 13-22.
2. Bateman, H. (1954). Tables of Integral Transforms. New York McGraw-Hill.
3. Mindlin, R. D. (1939). Stress distribution around a tunnel. Proc. ASCE 65, 619-642.
4. Muir Wood, A. M. (1975). The circular tunnel in elastic ground. Géotechnique 25, 115-127.
5. Peck, R. B. (1969). Deep excavations and tunneling in soft ground, state of the art report. 7th Int. Conf. on Soil Mech. and fdn Eng., Mexico City, 225-790.
6. Sagaseta, C. (1987). Analysis of undrained soil deformation due to ground loss. Géotechnique 37, 301-320.
7. Sneddon, I. N. (1951). Fourier Transforms. New York: McGraw-Hill.
8. Timoshenko, S. P. & Goodier, J. N. (1951). Theory of Elasticity. 2nd edn. New York: McGraw-Hill.