A platform for research: civil engineering, architecture and urbanism
Triple-shear unified structured constitutive model for undisturbed saturated clay in normal consolidation
Triple-shear unified structured constitutive model for undisturbed saturated clay in normal consolidation
Triple-shear unified structured constitutive model for undisturbed saturated clay in normal consolidation
Xiaolong, Dong (author) / Xiaorong, Hu (author) / Xiaoyu, Chen (author)
Tumu jianzhu yu huanjing gongcheng = ; 40 ; 86-93
2018-01-01
8 pages
Article (Journal)
Unknown
DDC:
624.05
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Effect of back pressure on consolidation and shear of undisturbed saturated clay
Engineering Index Backfile | 1963
|Study on long-term consolidation of undisturbed saturated clay
Engineering Index Backfile | 1963
|The Undisturbed Consolidation Behavior of Clay
British Library Conference Proceedings | 2008
|Consolidation investigation on undisturbed fornebu clay
Engineering Index Backfile | 1965
|The Undisturbed Consolidation Behavior of Clay
ASCE | 2021
|