A platform for research: civil engineering, architecture and urbanism
Stress path effects on shear stiffness, damping ratio and volumetric behaviour of normally consolidated unsaturated compacted clay
Stress path effects on shear stiffness, damping ratio and volumetric behaviour of normally consolidated unsaturated compacted clay
Stress path effects on shear stiffness, damping ratio and volumetric behaviour of normally consolidated unsaturated compacted clay
Biglari, M. (author) / d Onofrio, A. (author) / Mancuso, C. (author) / Jafari, M.K. (author) / Shafiee, A. (author) / Alonso, E.E. / Gens, A.
5th, International Conference on Unsaturated Soils ; 2010 ; Barcelona, Spain
2011-01-01
6 pages
Includes bibliographical references and index
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Determination of shear modulus and damping ratio of normally consolidated unsaturated kaolin
Taylor & Francis Verlag | 2020
|Strain Rate Effects on Shear Modulus and Damping of Normally Consolidated Clay
British Library Online Contents | 1995
|Strain Rate Effects on Shear Modulus and Damping of Normally Consolidated Clay
Online Contents | 1995
|Shear Modulus and Damping Ratio for Normally Consolidated Peat and Organic Clay in Hokkaido Area
Online Contents | 2018
|Shear Modulus and Damping Ratio for Normally Consolidated Peat and Organic Clay in Hokkaido Area
Online Contents | 2018
|