Elastic Solution for Tunneling-Induced Ground Movements in Clays
Author:
Affiliation:
1. Assistant Professor, School of Civil Engineering, Asian Institute of Technology, P.O. Box 4, Klong Luang, Pathumthani, 12120, Thailand. E-mail: khpark@ait.ac.th
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282004%294%3A4%28310%29
Reference15 articles.
1. Ground Deformations Resulting from Shield Tunnelling in London Clay
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4. THE HEATHROW EXPRESS TRIAL TUNNEL.
5. Simplified analysis for tunnel supports;Einstein H. H.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1979
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