A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Consolidation behavior of Shanghai clay under cyclic loading
Gu, X. Y. (author) / Xu, D. N. (author) / International Society for Soil Mechanics and Foundation Engineering
International conference; 14th, Soil mechanics and foundation engineering ; 1997 ; Hamburg; Germany
1997-01-01
4 pages
3 vols of 4 vol set rec'd only. Also known as XIV ICSMFE; Text in English, French and German
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Comparison of Radial Consolidation Behavior of Clay under Three Types of Cyclic Loading
| DOAJ | 2018
Consolidation behaviour of clay stabilised mechanically and chemically under cyclic loading
| British Library Conference Proceedings | 2000
On the Consolidation Response of a Sensitive Clay Under Cyclic Loading
| British Library Conference Proceedings | 1993
Subsequent Consolidation of Clay Subjected to Undrained Cyclic Loading
| British Library Conference Proceedings | 1995
Cyclic Behavior of Sand under Traffic Loading with ‘Inclined’ Consolidation
| Springer Verlag | 2021