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Numerical Modeling of Soil Constitutive Relationship

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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.

Availability
Inventory Code Barcode Call Number Location Status
2108000449EB0004524620.1 Ren nCentral Library (OPAC)Available
Detail Information
Series Title
-
Call Number
620.1 Ren n
Publisher
Switzerland : Springer Cham.,
Collation
xvi, 185p.:ill
Language
English
ISBN/ISSN
978-981-16-3231-0
Classification
620.1
Content Type
Ebook
Media Type
-
Carrier Type
online resource
Edition
1
Subject(s)
Mechanical Engineering
Specific Detail Info
-
Statement of Responsibility
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No other version available

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