A platform for research: civil engineering, architecture and urbanism
Stability of mechanically well-behaved constitutive model in liquefaction analysis of saturated sands
Stability of mechanically well-behaved constitutive model in liquefaction analysis of saturated sands
Stability of mechanically well-behaved constitutive model in liquefaction analysis of saturated sands
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.
Analysis of liquefaction susceptibility of nearly saturated sands
British Library Online Contents | 2007
|Liquefaction Response of Partially Saturated Sands. II: Empirical Model
British Library Online Contents | 2013
|Liquefaction Response of Partially Saturated Sands. II: Empirical Model
Online Contents | 2013
|Online Contents | 2002
|