Simple model for transient soil loading in earthquake analysis. II. Non‐associative models for sands
- 1 September 1985
- journal article
- research article
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 9 (5) , 477-498
- https://doi.org/10.1002/nag.1610090506
Abstract
No abstract availableKeywords
This publication has 25 references indexed in Scilit:
- A Mechanical Model of Particulate Material Based on Stochastic ProcessSoils and Foundations, 1981
- A constitutive model for sand in triaxial compressionInternational Journal for Numerical and Analytical Methods in Geomechanics, 1979
- An Experimental Programme to Define the Yield Function for SandSoils and Foundations, 1978
- Yielding of Overconsolidated Sand and Liquefaction Model under Cyclic StressesSoils and Foundations, 1978
- Time‐dependent multilaminate model of rocks—a numerical study of deformation and failure of rock massesInternational Journal for Numerical and Analytical Methods in Geomechanics, 1977
- A model of nonlinearly hardening materials for complex loadingActa Mechanica, 1975
- A Practical Two Surface Plasticity TheoryJournal of Applied Mechanics, 1975
- Undrained Deformation and Liquefaction of Sand Under Cyclic StressesSoils and Foundations, 1975
- Drained Deformation of Sand Under Cyclic Stresses Reversing DirectionSoils and Foundations, 1974
- Yielding of Sand in Triaxial CompressionSoils and Foundations, 1974