A platform for research: civil engineering, architecture and urbanism
Strain-Rate Dependency of Shear Strength for a Highly Overconsolidated Clay
Strain-Rate Dependency of Shear Strength for a Highly Overconsolidated Clay
Strain-Rate Dependency of Shear Strength for a Highly Overconsolidated Clay
Han, J. (author) / Dano, C. (author) / Hicher, P.-Y. (author) / Yin, Z.-Y. (author) / Zhang, Xiong / Chu, Jian / Bulut, Rifat / American Society of Civil Engineers
International congress, Soil behavior and geomechanics ; 2014 ; Shanghai, China
2014-01-01
10 pages
Includes bibliographical references and index. Also issued online.
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Shear strength model for overconsolidated clay-infilled idealised rock joints
British Library Online Contents | 2008
|Undrained shear strength of a glacial clay overconsolidated by desiccation
Online Contents | 1999
|