A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Reliability of undrained clay slope considering geological anomaly
Reliability of undrained clay slope considering geological anomaly
Reliability of undrained clay slope considering geological anomaly
Halim, S. (author) / Tang, W. H. (author) / Esteva, L. / Ruiz, S. E. / International Association for Civil Engineering Reliability and Risk Analysis
6th International conference, Applications of statistics and probability in civil engineering ; 1991 ; Mexico City
1991-01-01
8 pages
In 3 vols; Also known as ICASP G
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Reliability of an undrained clay slope formed from spatially random soil
| British Library Conference Proceedings | 1997
A Slope Stability Analysis Considering Undrained Strength Anisotropy of Natural Clay deposits
| British Library Conference Proceedings | 2007
A Slope Stability Analysis Considering Undrained Strength Anisotropy of Natural Clay Deposits
| British Library Online Contents | 2008
Influence of heterogeneity on undrained clay slope stability
| Online Contents | 2002