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Results: 1-13 |
Results: 13
Adaptive time stepping and error control in a mass conservative numerical solution of the mixed form of Richards equation
Authors: Kavetski, D Binning, P Sloan, SW
Citation: D. Kavetski et al., Adaptive time stepping and error control in a mass conservative numerical solution of the mixed form of Richards equation, ADV WATER R, 24(6), 2001, pp. 595-605
Refined explicit integration of elastoplastic models with automatic error control
Authors: Sloan, SW Abbo, AJ Sheng, DC
Citation: Sw. Sloan et al., Refined explicit integration of elastoplastic models with automatic error control, ENG COMPUTA, 18(1-2), 2001, pp. 121-154
Load stepping schemes for critical state models (vol 50, pg 67, 2001)
Authors: Sheng, DC Sloan, SW
Citation: Dc. Sheng et Sw. Sloan, Load stepping schemes for critical state models (vol 50, pg 67, 2001), INT J NUM M, 50(10), 2001, pp. 2441-2441
Load stepping schemes for critical state models
Authors: Sheng, DC Sloan, SW
Citation: Dc. Sheng et Sw. Sloan, Load stepping schemes for critical state models, INT J NUM M, 50(1), 2001, pp. 67-93
Stability of plate anchors in undrained clay
Authors: Merifield, RS Sloan, SW Yu, HS
Citation: Rs. Merifield et al., Stability of plate anchors in undrained clay, GEOTECHNIQ, 51(2), 2001, pp. 141-153
Accelerated initial stiffness schemes for elastoplasticity
Authors: Sloan, SW Sheng, DC Abbo, AJ
Citation: Sw. Sloan et al., Accelerated initial stiffness schemes for elastoplasticity, INT J NUM A, 24(6), 2000, pp. 579-599
Aspects of finite element implementation of critical state models
Authors: Sheng, D Sloan, SW Yu, HS
Citation: D. Sheng et al., Aspects of finite element implementation of critical state models, COMPUT MECH, 26(2), 2000, pp. 185-196
Undrained limit analyses for combined loading of strip footings on clay (vol 124, pg 265, 1998)
Authors: Ukritchon, B Whittle, AJ Sloan, SW
Citation: B. Ukritchon et al., Undrained limit analyses for combined loading of strip footings on clay (vol 124, pg 265, 1998), J GEOTECH G, 125(11), 1999, pp. 1029-1029
Undrained limit analyses for combined loading of strip footings on clay - Closure
Authors: Ukritchon, B Whittle, AJ Sloan, SW
Citation: B. Ukritchon et al., Undrained limit analyses for combined loading of strip footings on clay - Closure, J GEOTECH G, 125(11), 1999, pp. 1029-1029
Limit analysis versus limit equilibrium for slope stability - Closure
Authors: Yu, HS Salgado, R Sloan, SW Kim, JM
Citation: Hs. Yu et al., Limit analysis versus limit equilibrium for slope stability - Closure, J GEOTECH G, 125(10), 1999, pp. 915-918
Biot consolidation analysis with automatic time stepping and error controlPart 1: Theory and implementation
Authors: Sloan, SW Abbo, AJ
Citation: Sw. Sloan et Aj. Abbo, Biot consolidation analysis with automatic time stepping and error controlPart 1: Theory and implementation, INT J NUM A, 23(6), 1999, pp. 467-492
Biot consolidation analysis with automatic time stepping and error controlPart 2: Applications
Authors: Sloan, SW Abbo, AJ
Citation: Sw. Sloan et Aj. Abbo, Biot consolidation analysis with automatic time stepping and error controlPart 2: Applications, INT J NUM A, 23(6), 1999, pp. 493-529
Rigorous plasticity solutions for the bearing capacity of two-layered clays
Authors: Merifield, RS Sloan, SW Yu, HS
Citation: Rs. Merifield et al., Rigorous plasticity solutions for the bearing capacity of two-layered clays, GEOTECHNIQ, 49(4), 1999, pp. 471-490
Risultati: 1-13 |