A platform for research: civil engineering, architecture and urbanism
Liquefaction characteristics of very loose sand by triaxial compression tests
Liquefaction characteristics of very loose sand by triaxial compression tests
Liquefaction characteristics of very loose sand by triaxial compression tests
International conference; 1st, Earthquake geotechnical engineering ; 1995 ; Tokyo
1995-01-01
6 pages
Described as proceedings. In 3 vols. Vol 3 to follow when published. Also known as IS-Tokyo '95
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Deformation characteristics of liquefied loose sand by triaxial compression tests
British Library Conference Proceedings | 1997
|Specimen size effects on behavior of loose sand in triaxial compression tests
British Library Online Contents | 2015
|Specimen size effects on behavior of loose sand in triaxial compression tests
Online Contents | 2015
|Liquefaction and Residual Strength of Loose Sands from Drained Triaxial Tests
British Library Conference Proceedings | 1993
|Static liquefaction of very loose sand–slag–bentonite mixtures
British Library Online Contents | 2017
|