A Constitutive Model of Sandy Gravel Soil under Large-Sized Loading/Unloading Triaxial Tests
A Constitutive Model of Sandy Gravel Soil under Large-Sized Loading/Unloading Triaxial Tests
About this item
Full title
Author / Creator
Zhang, Pengfei , Liu, Han , Feng, Zhentu , Jia, Chaofeng and Zhou, Rui
Publisher
New York: Hindawi
Journal title
Language
English
Formats
Publication information
Publisher
New York: Hindawi
Subjects
More information
Scope and Contents
Contents
Based on large-scale triaxial tests of sandy gravel materials, the strength and deformation characteristics under loading/unloading conditions are analyzed. At the same time, the applicability of the hyperbolic constitutive model to sandy gravel is studied using experimental data. The results indicate that sandy gravel under low confining pressures...
Alternative Titles
Full title
A Constitutive Model of Sandy Gravel Soil under Large-Sized Loading/Unloading Triaxial Tests
Authors, Artists and Contributors
Author / Creator
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Primary Identifiers
Record Identifier
TN_cdi_doaj_primary_oai_doaj_org_article_222a5ef8beaa4eef9005969c33f4231c
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_222a5ef8beaa4eef9005969c33f4231c
Other Identifiers
ISSN
1687-8086
E-ISSN
1687-8094
DOI
10.1155/2021/4998351
