A CENTRIFUGE MODEL STUDY ON PILE GROUP RESPONSE TO ADJACENT TUNNELING IN SAND

Author:

BOONSIRI Ittichai1,TAKEMURA Jiro1

Affiliation:

1. Dept. of Civil Eng., Tokyo Institute of Technology

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Reference28 articles.

1. 1) Marshall, A. M., Farrell, R., Klar, A. and Mair, R. J. : Tunnels in sands - the effect of size, depth, and volume loss on greenfield displacements, Geotechnique, Vol. 62, No. 5, pp. 385-399, 2012.

2. 2) Lee, R. G., Turner, A. J. and Whitworth, L. J. : Deformations caused by tunneling beneath a piled structure, Proc. of 13th International Conference of Soil Mechanics and Foundation Engineering, Vol. 2, New Delhi, pp. 873-878, 1994.

3. 3) Kaalberg, F. J., Teunissen, E. A. H., van Tol, A. F. and Bosch, J. W. : Dutch research on the impact of shield tunneling on pile foundations, Proc. of 16th International Conference of Soil Mechanics and Foundation Engineering, Vol. 3, Osaka, pp. 1615-1629, 2005.

4. 4) Bezuijen, A. and Schrier, J. V. : The influence of a bore tunnel on pile foundations, Proc. of Centrifuge 94, pp. 681-686, 1994.

5. 5) Nakai, T., Xu, L. and Yamazaki, H. : 3S and 2D model tests and numerical analyses of settlements and earth pressure due to tunnel excavation, Soils and Foundations, Vol. 37, No. 3, pp. 31-42, 1997.

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