A State of Art Review on Constitutive Modeling of Soft Clays
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Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-7509-6_22
Reference20 articles.
1. Ardebili ZA, Gabr MA, Rahman MS (2015) Uplift capacity of plate anchors in saturated clays: analyses with different constitutive models. Int J Geomech 16(2). https://doi.org/10.1061/(ASCE)GM.1943-5622.0000518
2. D’onza F, Gallipolli D, Wheeler S, Casini F, Vaunat J, Khalili N, Laloui L, Mancuso C, Mas D, Nuth M, Pereira JM, Vassallo R (2011) Benchmark of constitutive models for unsaturated soils. Geotechnique 61(4):283–302. https://doi.org/10.1680/geot.2011.61.4.283
3. Essa MJK, Desai CS (2017) Dynamic soil–pile interaction using the DSC constitutive model. Indian Geotech J 47:137–149. https://doi.org/10.1007/s40098-016-0197-3
4. Forcelini M, Maghous S, Schnaid F, Almeida FS, Simplified model for interpretation of undrained shear-strength from field-vane tests in transient soils. J Geotechn Geoenviron Eng 146(6). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002272
5. Islam MN, Gnanendran CT (2017) Elastic-viscoplastic model for clays: development, validation, and application. J Eng Mech 143(10). https://doi.org/10.1061/(ASCE)EM.1943-7889.0001345
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