Pile-Soil Interaction and Settlement Effects Induced by Deep Excavations-Reference-Cited by-同舟云学术

Pile-Soil Interaction and Settlement Effects Induced by Deep Excavations

Published:2016-08 Issue:8 Volume:142 Page:04016034
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Korff Mandy¹,Mair Robert J.²,Van Tol Frits A. F.³

Affiliation:

1. Senior Specialist, Deltares, P.O. Box 177, NL-2600 MH Delft, Netherlands (corresponding author).

2. Professor, Head of Civil Engineering Division, Cambridge Univ., Trumpington St., Cambridge CB2 1PZ, U.K.

3. Professor of Foundation Engineering, Delft Univ. of Technology, Netherlands and Member of Scientific Board Deltares, P.O. Box 177, NL-2600 MH, Delft, Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001434

Reference23 articles.

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2. Aye Z. Z. Karki D. and Schulz C. (2006). “Ground movement prediction and building damage risk-assessment for the deep excavations and tunneling works in Bangkok subsoil.” Proc. Int. Symp. on Underground Excavation and Tunnelling ITA Bangkok Thailand 281–297.

3. The Influence of a bored tunnel on pile foundations;Bezuijen A.;Proc. Centrifuge,1994

4. Bijnagte J. L. and Luger H. J. (2000). “3D modelling of single piles and pile groups. Manual D-Pile Group version 5.1.” Deltares Delft Netherlands.

5. Pile Responses Caused by Tunneling

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