Small-strain behaviour of cemented soils

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F12%3A10132227" target="_blank" >RIV/00216208:11310/12:10132227 - isvavai.cz</a>

Result on the web

<a href="http://dx.doi.org/10.1680/geot.9.P.100" target="_blank" >http://dx.doi.org/10.1680/geot.9.P.100</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1680/geot.9.P.100" target="_blank" >10.1680/geot.9.P.100</a>

Result language

angličtina

Original language name

Small-strain behaviour of cemented soils

Original language description

The shear modulus of cemented soils at very small strain (G(0)) was studied. For artificially cemented clay, G(0) was found to be independent of the mean effective stress until the yield stress. After yield, a significant effect of structure degradationon G(0) was observed. The experimental data were interpreted by an equation, which relates G(0) of cemented soils to mean stress, apparent overconsolidation ratio and the state of structure (sensitivity). The equation was also found to represent G(0) ofcemented sands.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

Result was created during the realization of more than one project. More information in the Projects tab.

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2012

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Geotechnique

ISSN

0016-8505

e-ISSN

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Volume of the periodical

62

Issue of the periodical within the volume

10

Country of publishing house

GB - UNITED KINGDOM

Number of pages

5

Pages from-to

943-947

UT code for WoS article

000308697900007

EID of the result in the Scopus database

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