A platform for research: civil engineering, architecture and urbanism
Effects of Principal Stress Rotation on the Cumulative Deformation of Normally Consolidated Soft Clay under Subway Traffic Loading
Effects of Principal Stress Rotation on the Cumulative Deformation of Normally Consolidated Soft Clay under Subway Traffic Loading
Effects of Principal Stress Rotation on the Cumulative Deformation of Normally Consolidated Soft Clay under Subway Traffic Loading
Xiao, J. (author) / Juang, C.H. (author) / Wei, K. (author) / Xu, S. (author)
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING ; 140 ; 04013046
2014-01-01
4013046 pages
Article (Journal)
English
DDC:
624
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Deep Excavation in Soft Normally Consolidated Clay
ASCE | 2023
|Nonlinear Creep Behavior of Normally Consolidated Soft Clay
Springer Verlag | 2013
|Capacity of suction caissons under inclined loading in normally consolidated clay
British Library Conference Proceedings | 2005
|