An automatic time increment selection scheme for simulation of elasto-viscoplastic consolidation of clayey soils
An automatic time increment selection scheme for numerical analysis of long-term response of geomaterials is presented. The scheme is simple, rational and stable. Governed by a simple empirical expression, it can adaptively adjust the time increments depending on the strain rate-dependent temporal h...
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Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
2010
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Online Access: | http://eprints.um.edu.my/8784/1/An_automatic_time_increment_selection_scheme_for_simulation_of_elasto.pdf http://eprints.um.edu.my/8784/ http://www.scopus.com/inward/record.url?eid=2-s2.0-77956249765&partnerID=40&md5=3a8288be3b4007ab662a95a94886e8ef http://www.tandfonline.com/doi/abs/10.1080/17486020903576226#.UruWKPuA5M |
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Institution: | Universiti Malaya |
Language: | English |
Internet
http://eprints.um.edu.my/8784/1/An_automatic_time_increment_selection_scheme_for_simulation_of_elasto.pdfhttp://eprints.um.edu.my/8784/
http://www.scopus.com/inward/record.url?eid=2-s2.0-77956249765&partnerID=40&md5=3a8288be3b4007ab662a95a94886e8ef http://www.tandfonline.com/doi/abs/10.1080/17486020903576226#.UruWKPuA5M