A platform for research: civil engineering, architecture and urbanism
Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial tests
Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial tests
Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial tests
Sun, Qi (author) / Cai, Yuanqiang (author) / Chu, Jian (author) / Dong, Quanyang (author) / Wang, Jun (author)
Canadian geotechnical journal ; 54 ; 768-777
2017-01-01
10 pages
Article (Journal)
English
DDC:
624.151
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial tests
Online Contents | 2017
|Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial tests
Online Contents | 2017
|Undrained cyclic triaxial behavior of saturated clays under variable confining pressure
British Library Online Contents | 2012
|Undrained cyclic triaxial behavior of saturated clays under variable confining pressure
Online Contents | 2012
|