Responses of single piles to tunneling-induced soil movements in sandy ground

Canadian Geotechnical Journal

Volumn 44, Issue 10, 2007, Pages 1224-1241

  Lee, Chung Jung ^a   Chiang, Kuo Hui ^a  

^a NATIONAL CENTRAL UNIVERSITY   (Taiwan)

Author keywords

Centrifuge modeling; Ground loss ratio; Load transfer; Pile response; Tunneling

Indexed keywords

AXIAL LOADS; BEARING CAPACITY; BENDING MOMENTS; COMPUTER SIMULATION; DEGRADATION; PENETRATION DEPTH (SUPERCONDUCTIVITY); SKIN FRICTION; SOILS; TUNNELING (EXCAVATION);

CENTRIFUGE MODELING; GROUND LOSS RATIO; LOAD TRANSFER; PILE RESPONSE;

PILES;

AXIAL LOADS; BEARING CAPACITY; BENDING MOMENTS; COMPUTER SIMULATION; DEGRADATION; PENETRATION DEPTH (SUPERCONDUCTIVITY); PILES; SKIN FRICTION; SOILS; TUNNELING (EXCAVATION);

CENTRIFUGAL MODEL TEST; PILE; SANDY SOIL; SOIL STABILIZATION; SOIL-STRUCTURE INTERACTION; TUNNEL;

EID: 38849167381     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T07-050     Document Type: Article

References (21)

1. Bezuijen, A., and van der Schrier, J. 1994. The influence of a bored tunnel on pile foundations. In Proceedings of the International Conference Centrifuge 94, Singapore. Edited by Leung, Lee, and Tan. pp. 681-685.
2. Burland, J.B., Mair, R.J., and Standing, J.R. 2004. Ground performance and building response due to tunnelling. In Advances in Geotechnical Engineering, Institution of Civil Engineers. Edited by R.J. Jardine, D.M. Potts, and K.G. Higgins. Vol. 1, pp. 291-342.
3. Chen, L.T., Poulos, H.G., and Loganathan, N. 1999. Pile responses caused by tunneling. Journal of Geotechnical and Geoenviron-mental Engineering, 125: 207-215. doi:10.1061/(ASCE)1090-0241(1999)125:3(207).
4. Fang, S.H., Leung, C.F., Chow, Y.K., and Dasari, G.R. 2002. Centrifuge modelling of pile response due to tunneling. In Proceedings 15th KKCNN Symposium on Civil Engineering, Singapore, pp. G31-G36.
5. Franzius, J.N., Potts, D.M., Addenbrooke, T.I., and Burland, J.B. 2004. The influence of building weight on tunneling-induced ground and building deformation. Soils and Foundations, 44: 25-38.
6. Jacobsz, S.W., Standing, J.R., Mair, R.J., Soga, K., Hagiwara, T., and Sugiyama, T. 2001. The effects of tunneling near single driven piles in dry sand. In Proceedings of Asian Regional Conference on Geotechnical Aspects of Underground Construction in Soft Ground, Shanghai, pp. 29-35.
7. Jacobsz, S.W., Standing, J.R., Mair, R.J., Soga, K., Hagiwara, T., and Sugiyama, T. 2004. Centrifuge modeling of tunneling near driven piles. Soils and Foundations, 44: 49-56.
8. Kaalberg, F.J., Teunissen, E.A., van Toi, A.F., and Bosch, J.W. 2005. Dutch research on the impact of shield tunneling on pile foundation. In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan. Vol. 3, pp. 1615-1620.
9. Lee, G.T.K., and Ng, C.W.W. 2005. Effects of advancing open face tunneling on an existing loaded pile. Journal of Geotechnical and Geoenviromental Engineering, ASCE, 131: 193-201.
10. Lee, R.G., Turner, A.J., and Whitworth, L.J. 1994. Deformation caused by tunneling beneath a piled structure. In Proceedings of the 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, India, pp. 873-877.
11. Lee, C.J., Wu, B.R., and Chiou, S.Y. 1999. Soil movements around a tunnel in soft soils. Proceedings of the National Science Council, Part A: Physical Science and Engineering, 23(2): 235-247.
12. Lee, C.J., Chiang, K.H., and Kou, C.M. 2004. Ground movement and tunnel stability when tunneling in sandy ground. Journal of the Chinese Institute of Engineers, 27: 1021-1032.
13. Lee, C.J., Wu, B.R., Chen, H.T., and Chiang, K.H. 2006. Tunnel stability and arching effects during tunneling in soft clayey soil. Tunneling and Underground Space Technology, 21: 119-132.
14. Loganathan, N., Poulos, H.G., and Stewart, D.P. 2000. Centrifuge model testing of tunneling-induced ground and pile deformations. Géotechnique, 50: 283-294.
15. Loganathan, N., Poulos, H.G., and Xu, K.J. 2001. Ground and pile-group responses due to tunneling. Soils and Foundations, 41: 57-67.
16. Mair, R.J. 1979. Centrifugal modeling of tunnel construction in soft clay. Ph.D. thesis, University of Cambridge, UK.
17. Mroueh, H., and Shahrour, I. 1999. Three-dimensional anaysis of the interaction between tunneling and pile foundations. In Proceedings 7th Conference On Numerical Models in Geomechanics-NUMOG, Austria, A.A. Balkama, Rotterdam, the Netherlands, pp. 397-402.
18. Poulos, H.G., and Chen, L.T. 1997. Pile response due to excavation-induced lateral soil movement. Journal of Geotechnical and Geoenviromental Engineering, ASCE, 123: 94-99.
19. Stewart, D.P., Jewell, R.J., and Randolph, M.F. 1994. Design of piled bridge abutment on soft clay for loading from lateral soil movement. Géotechnique, 44: 277-296.
20. Terzaghi, K. 1942. Discussion of the progress report of the committee on the bearing value of pile foundations. Proceedings of the American Society of Civil Engineers, 68: 311-323.
21. Yang, J.S., and Wang, M.C. 2002. Evaluation of tunneling-induced down-drag on end-bearing piles [online]. Electronic Journal Geotechnical Engineering, Paper 0214. Available from www.ejge.com/2002/Ppr0214/Ppr0214.htm.