Data Analysis of Pile Tunnel Interaction

Author:

Dias Tiago Gerheim Souza1,Bezuijen Adam2

Affiliation:

1. Ph.D. Student, Ghent Univ. Laboratory of Geotechnics, Technologiepark 905, 9052 Zwijnaarde, Belgium (corresponding author).

2. Senior Lecturer/Director Laboratory of Geotechnics, Ghent Univ. Laboratory of Geotechnics, Technologiepark 905, 9052 Zwijnaarde, Belgium; and Senior Consultant, Deltares, Technologiepark 905, 9052 Zwijnaarde, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference55 articles.

1. Benton L. J. and Phillips A. (1991). “The behaviour of two tunnels beneath a building on piled foundations.” Proc. 10th European Conf. on Soil Mechanics and Foundation Engineering Balkema Leiden Netherlands 665–668.

2. Bezuijen A. and Van der Schrier J. S. (1994). “The influence of a bored tunnel on pile foundations.” Proc. Int. Conf. Centrifuge 94 Balkema Leiden Netherlands 127–132.

3. Boonsiri I. and Takemura J. (2014). “Behavior of pile group response to adjacent tunneling in sand using centrifuge modeling.” Proc. 8th Int. Conf. on Physical Modelling in Geotechnics Balkema Leiden Netherlands 697–703.

4. Broere W. and Dijkstra J. (2008). “Investigating the influence of tunnel volume loss on piles using photoelastic techniques.” Proc. 6th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground Balkema Leiden Netherlands 621–626.

5. Chung K. H. Mair R. J. and Choy C. K. (2006). “Centrifuge modelling of pile-tunnel interaction.” Proc. 6th Int. Conf. on Physical Modelling in Geotechnics Balkema Leiden Netherlands 1151–1156.

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