Investigation of Tunnel-Soil-Pile Interaction in Cohesive Soils

Author:

Meguid Mohamed A.12,Mattar Joe12

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal PQ, Canada H3A 2K6 (corresponding author).

2. Graduate Student, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal PQ, Canada H3A 2K6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference37 articles.

1. Breth H. and Chambosse G. (1974). “Settlement behaviour of buildings above subway tunnels in Frankfurt clay.” Settlement of Structures Proc. BGS Conf. Cambridge U.K. Pentech Press Ltd. London 329–336.

2. Burland J. B. (1995). “Assessment of risk of damage to buildings due to tunnelling and excavation.” Proc. 1st Int. Conf. Earthquake Geotechnical Engineering IS-Tokyo ’95 K. Ishihara ed. Balkema Tokyo 1189–1201.

3. Chambon P. Corte J. F. and Garnier J. (1991). “Face stability of shallow tunnels in granular soils.” Proc. Int. Conf. on Centrifuge Balkema Rotterdam The Netherlands 99–105.

4. Chapman D. N. Ahn S. K. Hunt D. V. L. and Chan H. C. (2006). “The use of model tests to investigate the ground displacement associated with multiple tunnel construction in soil.” Safety in the Underground Space—Proc. ITA-AITES 2006 World Tunnel Congress and 32nd ITA General Assembly 2006 (CD-ROM) Seoul South Korea

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