A platform for research: civil engineering, architecture and urbanism
One-Dimensional Consolidation of Soft Clay Exhibiting Rheological Characteristics with Impeded Boundary under Time-Dependent Loading
One-Dimensional Consolidation of Soft Clay Exhibiting Rheological Characteristics with Impeded Boundary under Time-Dependent Loading
One-Dimensional Consolidation of Soft Clay Exhibiting Rheological Characteristics with Impeded Boundary under Time-Dependent Loading
Li, B. H. (author) / Ying, H. W. (author) / Wang, K. H. (author) / Xia, K. H. (author) / CI Premier Conference Organization
International conference; 2nd, Ground improvement techniques ; 1998 ; Singapore
1998-01-01
6 pages
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
British Library Online Contents | 2008
|One Dimensional Consolidation Analysis of Layered Clay Soils Exhibiting Rheological Characteristics
British Library Online Contents | 2012
|A theory of consolidation for soils exhibiting rheological characteristics under cyclic loading
British Library Conference Proceedings | 1997
|