Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model
The phenomenon of excess pore water pressure increase or stagnation and continuing large ground deformation in soft sensitive clay following the completion of construction of embankment is simulated for a case study at Saint Alban, Quebec, Canada. The present model employs an updated Lagrangian fini...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
2013
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| Subjects: | |
| Online Access: | http://eprints.um.edu.my/8785/1/Simulation_of_long_term_consolidation_behavior_of_soft_sensitive_clay_using_an_elasto-viscoplastic_constitutive_model.pdf http://eprints.um.edu.my/8785/ http://www.scopus.com/inward/record.url?eid=2-s2.0-84885419965&partnerID=40&md5=9839f2c0deb584188dcc119a9182f3eb onlinelibrary.wiley.com/doi/10.1002/nag.2165/full |
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http://eprints.um.edu.my/8785/1/Simulation_of_long_term_consolidation_behavior_of_soft_sensitive_clay_using_an_elasto-viscoplastic_constitutive_model.pdfhttp://eprints.um.edu.my/8785/
http://www.scopus.com/inward/record.url?eid=2-s2.0-84885419965&partnerID=40&md5=9839f2c0deb584188dcc119a9182f3eb onlinelibrary.wiley.com/doi/10.1002/nag.2165/full