A review of basic soil constitutive models for geotechnical application
Solutions in soil constitutive modeling have been based upon Hooke’s law of linear elasticity for describing soil behaviour under working loading condition and Coulomb’s law of perfect plasticity for describing soil behaviour under collapse state because of its simplicity in applications. The combi...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Electronic Journal of Geotechnical Engineering
2009
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| Online Access: | http://psasir.upm.edu.my/id/eprint/12814/1/A%20review%20of%20basic%20soil%20constitutive%20models%20for%20geotechnical%20application.pdf |