A platform for research: civil engineering, architecture and urbanism
Determination of Post-Liquefaction Strength: Steady State vsResidual Strength
Determination of Post-Liquefaction Strength: Steady State vsResidual Strength
Determination of Post-Liquefaction Strength: Steady State vsResidual Strength
Thevanayagam, S. (author) / Wang, C. C. (author) / Ravishankar, K. (author) / Shackelford, C. D. / Nelson, P. P. / Roth, M. J. S. / American Society of Civil Engineers; Geotechnical EngineeringDivision
Specialty conference, Uncertainty in the geologic environment: from theory topractice ; 1996 ; Madison; WI
1996-01-01
15 pages
Described as proceedings. Also known as Uncertainty '96
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Determination of Post-Liquefaction Strength: Steady State vs Residual Strength
British Library Conference Proceedings | 1996
|What is Post-Liquefaction Strength for Sand?
British Library Conference Proceedings | 2007
|Post Liquefaction Undrained Monotonic Strength of Sands
British Library Conference Proceedings | 2007
|Liquefaction Strength and Post-Liquefaction Volumetric Change of Non-Plastic Silt
British Library Online Contents | 1996
|Strength of post-liquefaction flows - A speculative velocity dependant model
British Library Conference Proceedings | 1997
|