Shell versus beam representation of pipes in the evaluation of tunneling effects on pipelines

Tunnelling and Underground Space Technology

Volumn 23, Issue 4, 2008, Pages 431-437

  Klar, Assaf ^a   Marshall, Alec M ^b  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

^b UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

Pipelines; Tunneling

Indexed keywords

BEAMS AND GIRDERS; PIPELINES; SHELLS (STRUCTURES); STIFFNESS; TUNNELS;

EULER-BERNOULLI BEAM REPRESENTATION; SOIL-PIPE-TUNNEL INTERACTION;

TUNNELING (EXCAVATION);

BEAMS AND GIRDERS; PIPELINES; SHELLS (STRUCTURES); STIFFNESS; TUNNELING (EXCAVATION); TUNNELS;

EULERIAN ANALYSIS; PIPELINE; SOIL-STRUCTURE INTERACTION; STIFFNESS; TUNNELING;

EID: 44249084184     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2007.07.003     Document Type: Article

References (14)

1. Attewell P.B., Yeates J., and Selby A.R. Soil Movements Induced by Tunnelling and Their Effects on Pipelines and Structures (1986), Blackie and Son Ltd, UK
2. Bobet A. Analytical solutions for shallow tunnels in saturated ground. Journal of Engineering Mechanics 127 12 (2001) 1258-1266
3. 3D - User's Manual (2005), Itasca Consulting Group Inc., Minneapolis, MN
4. Klar A., Vorster T.E.B., Soga K., and Mair R.J. Soil - pipe interaction due to tunnelling: comparison between winkler and elastic continuum solutions. Geotechnique 55 6 (2005) 461-466
5. Klar A., Vorster T.E.B., Soga K., and Mair R.J. Elastoplastic solution for soil-pipe-tunnel interaction. Journal of Geotechnical and Geoenvironmental Engineering 133 7 (2007) 782-792
6. Klar A., Marshall A.M., Soga K., and Mair R.J. Tunneling effects on jointed pipelines. Canadian Geotechnical Journal 45 1 (2008) 131-239
7. Mair R.J., Taylor R.N., and Bracegirdle A. Subsurface settlement profiles above tunnels in clays. Geotechnique 43 2 (1993) 315-320
8. Mindlin R.D. Force at the interior of a semi-infinite solid. Physics 7 (1936) 195
9. O'Reilly, M.P., New, B.M., 1982. Settlements above tunnels in the United Kingdom - their magnitude and prediction. In: Tunnelling 82: papers presented at the 3rd International Symposium., Brighton. Inst of Mining and Metallurgy, London, England.
10. Peck, R.B., 1969. Deep excavation and tunneling in soft ground. In: Proceedings of the 7th International Conference Soil Mechanics Foundation Engineering, Mexico City, pp. 266-290.
11. Verruijt A. A complex variable solution for a deforming circular tunnel in an elastic half-plane. International Journal for Numerical and Analytical Methods in Geomechanics 21 (1997) 88-90
12. Vorster T.E.B., Klar A., Soga K., and Mair R.J. Estimating the effects of tunneling on existing pipelines. Journal of Geotechnical and Geoenvironmental Engineering 131 11 (2005) 1399-1410
13. Wolf J.P. Dynamic Soil-Structure Interaction (1985), Prentice-Hall Inc., New Jersey
14. Yeow, H.C., Wong, A.P., Simpson, B., 2004. The use of substructure method and three-dimensional finite element modelling in assessment of damage due to underground tunneling. In: Proceedings of the 11th International Conference of IACMAG, Turin, 2004, vol. 2, pp. 711-718.