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Title
Numerical modeling of soil constitutive relationship / Qingyang Ren, Jianting Zhou.
ISBN
9789811632310 (electronic bk.)
9811632316 (electronic bk.)
9789811632303
9811632308
Published
Singapore : Springer ; Beijing : Science Press, [2021]
Copyright
©2021
Language
English
Description
1 online resource : illustrations (some color)
Item Number
10.1007/978-981-16-3231-0 doi
Call Number
TA710 .R46 2021
Dewey Decimal Classification
624.1/5136
Summary
This book adopts numerical method to model soil constitutive relationship while it abandons the traditional idea of looking for plastic potential as the only way to model. Firstly, the triaxial compression tests of expansive soil, sand and clay under different stress paths are introduced; then the elastoplastic constitutive equations of expansive soil, sand and clay under various stress paths are established by numerical modeling method; finally, the constitutive equations are embedded in the finite element program and verified by comparing the finite element calculation results of the triaxial test soil samples with the corresponding test results. The modeling obtains high accuracy.
Bibliography, etc. Note
Includes bibliographical references.
Access Note
Access limited to authorized users.
Digital File Characteristics
text file
PDF
Source of Description
Online resource; title from PDF title page (SpringerLink, viewed September 17, 2021).
Introduction
The constitutive relationship of rock and soil and its influencing factors
Numerical Modeling Methods
Triaxial test and numerical modeling of expansive soil
Soil triaxial test and numerical modeling
Triaxial test and numerical modeling of clay
Influence of stress path and stress history on the constitutive relation
Content induction and research prospects.