Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Amount of secondary deformation, measured when shear-testing laboratory sample of kaolin, is shown to depend largely on its effective stress state; such deformation does not appear to influence basic stress-strain curve for material; secondary deformation data from drained shear tests are decomposed into volumetric and shear components; creep in shear is interpreted as stress-dilatancy phenomenon, and as such may be contrasted with similar relationships which describe process of primary deformation in shear tests. (26407)
Amount of secondary deformation, measured when shear-testing laboratory sample of kaolin, is shown to depend largely on its effective stress state; such deformation does not appear to influence basic stress-strain curve for material; secondary deformation data from drained shear tests are decomposed into volumetric and shear components; creep in shear is interpreted as stress-dilatancy phenomenon, and as such may be contrasted with similar relationships which describe process of primary deformation in shear tests. (26407)
Secondary compression in shear of clays
ASCE J Soil Mech Found Div
Walker, L.K. (Autor:in)
1968
22 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Secondary compression of clays
British Library Conference Proceedings | 2001
|Study on secondary compression of clays
Engineering Index Backfile | 1965
|Secondary Compression Index Equation for Soft Clays
Online Contents | 2017
|Secondary Compression Index Equation for Soft Clays
Online Contents | 2017
|On the Secondary Compression of Saturated Clays
NTIS | 1965
|