Method to Evaluate the Long-Term Surface Movements by Tunneling in London Clay-Reference-Cited by-同舟云学术

Method to Evaluate the Long-Term Surface Movements by Tunneling in London Clay

Published:2017-03 Issue:3 Volume:143 Page:06016023
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Laver Richard George¹,Li Zili²,Soga Kenichi³

Affiliation:

1. Geotechnical Engineer, Golder Associates (Hong Kong) Limited, 17/F, No. 88 Gloucester Rd., Wan Chai, Hong Kong.

2. Lecturer, Univ. College Cork, Civil and Environmental Engineering Bldg., College Rd., Cork, Republic of Ireland (corresponding author).

3. Professor, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.

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.1943-5606.0001611

Reference16 articles.

1. Bowers K. H. Hiller D. M. and New B. M. (1996). “Ground movement over three years at the Heathrow Express Trial Tunnel.” Proc. Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground A.A. Balkema Rotterdam Netherlands 557–562.

2. Burland J. B. (1995). “Assessment of risk of damage to buildings due to tunnelling and excavation.” Proc. 1st Int. Conf. Earthquake Geotechnical Engineering A.A. Balkema Rotterdam Netherlands 1189–1201.

3. Building response to tunnelling

4. Settlement caused by tunnelling through soft marine silty clay;Glossop N. H.;Tunnels Tunnelling,1982

5. Harris D. I. (2002). “Long term settlement following tunnelling in over consolidated London clay.” Proc. 3rd Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground Specifique Lyon France 393–398.

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