A platform for research: civil engineering, architecture and urbanism
A New 2D Failure Mechanism for Face Stability Analysis of a Pressurized Tunnel in Spatially Variable Sands
A New 2D Failure Mechanism for Face Stability Analysis of a Pressurized Tunnel in Spatially Variable Sands
A New 2D Failure Mechanism for Face Stability Analysis of a Pressurized Tunnel in Spatially Variable Sands
Mollon, G. (author) / Phoon, K.K. (author) / Dias, D. (author) / Soubra, A.-H. (author) / American Society of Civil Engineers
conference, GeoFlorida 2010; GeoFlorida 2010: advances in analysis, modeling and design : West Palm Beach, Florida, USA, 20-24 February 2010 ; 2010 ; West Palm Beach, Fla.
2010-01-01
10 pages
Includes bibliographical references and indexes
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Three-dimensional analysis of tunnel face stability in spatially variable soils
British Library Online Contents | 2019
|Dual-failure-mechanism model for face stability analysis of shield tunneling in sands
British Library Online Contents | 2019
|