A platform for research: civil engineering, architecture and urbanism
Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditions
Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditions
Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditions
Rahardjo, H. (author) / Thang, N. Cong (author) / Kim, Y. (author) / Leong, E.-C. (author)
Soils and foundations ; 58 ; 534-546
2018-01-01
13 pages
Article (Journal)
English
DDC:
624.151
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
British Library Online Contents | 2018
|British Library Online Contents | 2018
|British Library Online Contents | 2018
|Elasto-Plastic Volume Change of Unsaturated Compacted Clay
British Library Conference Proceedings | 1993
|Drained Shear Strength of Over-Consolidated Compacted Soil-Cement
Online Contents | 2016
|