An automatic time increment selection scheme for simulation of elasto-viscoplastic consolidation of clayey soils

• Main Authors: Karim, M.R., Oka, F.
• Format: Article
• Language: English
• Published: 2010
• Subjects: TA Engineering (General). Civil engineering (General)
• 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

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...