Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in) / d Onofrio, A. (Autor:in) / Mancuso, C. (Autor:in) / Jafari, M.K. (Autor:in) / Shafiee, A. (Autor:in) / Alonso, E.E. / Gens, A.
5th, International Conference on Unsaturated Soils ; 2010 ; Barcelona, Spain
01.01.2011
6 pages
Includes bibliographical references and index
Aufsatz (Konferenz)
Englisch
© 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