| Description |
1 online resource (575 p.) |
| Contents |
Cover -- Half Title -- Title Page -- Copyright Page -- Dedication -- Contents -- Preface -- Acknowledgements -- Authors -- 1. One-dimensional constitutive relations of soils -- 1.1. Introduction -- 1.2. 1-D Linear and Non-linear Elastic Models -- 1.3. 1-D Elastic-Plastic Relationship -- 1.4. Two Simple Rheological Models -- 1.4.1. Maxwell model -- 1.4.2. Kelvin model -- 1.5. 1-D EVP Model Using a Logarithmic Creep Function -- 1.5.1. Time-dependent stress-strain behavior of clayey soils -- 1.5.2. Equivalent time concept and deriving a 1-D EVP constitutive relationship |
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1.8.1. Comparison of Maxwell model with 1-D EVP model and 1-D EVPL model -- 1.8.2. Relation of 1-D EVP model and 1-D EVPL model with a non-linear elastic model and an elastic-plastic model -- 1.8.3. Summary of all 1-D constitutive models, parameters, features, advantages, and limitations -- 2. One-dimensional consolidation -- 2.1. Introduction -- 2.2. Definitions Of Excess Porewater Pressure -- 2.3. Governing Equations Of Consolidation Problems -- 2.3.1. Basic assumptions for 1-D consolidation theory -- 2.3.2. Vertical total stress and effective stress -- 2.3.3. Constitutive equations |
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2.3.4. Darcy's law -- 2.3.5. Continuity equation -- 2.4. Consolidation Of Soils With Constant -- 2.4.1. Solution for one-layered soil profile with depth-dependent ramp load -- 2.4.1.1. Convergence of the series -- 2.4.1.2. Special cases of the above solutions -- 2.4.1.3. Application -- 2.4.2. Solution for a double-layered soil profile under ramp load -- 2.4.2.1. Convergence of the series -- 2.4.2.2. Solution charts and tables for abruptly applied depth-independent loading -- 2.4.2.3. Example and discussion -- 2.4.3. Formal solution for n-layer soil profile |
| Notes |
Description based upon print version of record |
| Form |
Electronic book
|
| Author |
Zhu, Guofu
|
| ISBN |
9781000300208 |
|
100030020X |
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