A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Undrained shear strength of Pleistocene clay in Osaka Bay and its effect on the stability of a large scale seawall structure
Undrained shear strength of Pleistocene clay in Osaka Bay and its effect on the stability of a large scale seawall structure
Undrained shear strength of Pleistocene clay in Osaka Bay and its effect on the stability of a large scale seawall structure
Watabe, Y. (author) / Tsuchida, T. (author) / Adachi, K. (author) / Nakase, A. / Tsuchida, T.
INTERNATIONAL SYMPOSIUM, Coastal geotechnical engineering in practice ; 2000 ; Yokohama, Japan
2002-01-01
6 pages
Includes bibliographical references and index.; VOL 1
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Undrained Shear Strength of Pleistocene Clay in Osaka Bay
| British Library Online Contents | 2002
Undrained Shear Strength of Pleistocene Clay in Osaka Bay
| Online Contents | 2002
Undrained Strength Anisotropy of Osaka Alluvial Clay and Effect on Slope Stability
| British Library Conference Proceedings | 1994
| British Library Online Contents | 2001