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Original Articles

Predictions of a continuous hyperplasticity model for Bangkok clay

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Pages 147-157 | Received 10 Apr 2007, Published online: 04 Sep 2007

Keep up to date with the latest research on this topic with citation updates for this article.

Read on this site (2)

Vikas Thakur. (2011) Numerically observed shear bands in soft sensitive clays. Geomechanics and Geoengineering 6:2, pages 131-146.
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Dedi Apriadi, Suched Likitlersuang, Thirapong Pipatpongsa & Hideki Ohta. (2009) On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model. The IES Journal Part A: Civil & Structural Engineering 2:3, pages 187-201.
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Articles from other publishers (5)

Davood Dadras-Ajirloo, Gustav Grimstad & Seyed Ali Ghoreishian Amiri. (2023) On the isotache viscous modelling of clay behaviour using the hyperplasticity approach. Géotechnique 73:12, pages 1112-1124.
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Hernán Patiño, Rubén Galindo & Claudio Olalla Marañón. (2020) Cyclic and Permanent Shear Strains of a Soft Cohesive Soil Subjected to Combined Static and Cyclic Loading. Applied Sciences 10:23, pages 8433.
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Gustav Grimstad, Davood DadrasajirlouSeyed Ali Ghoreishian Amiri. (2020) Modelling creep in clay using the framework of hyper-viscoplasticity. Géotechnique Letters 10:3, pages 404-408.
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Ye Aung, Hadi Khabbaz & Behzad Fatahi. (2019) Mixed hardening hyper-viscoplasticity model for soils incorporating non-linear creep rate – H-creep model. International Journal of Plasticity 120, pages 88-114.
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Dedi Apriadi, Suched Likitlersuang & Thirapong Pipatpongsa. (2013) Loading path dependence and non-linear stiffness at small strain using rate-dependent multisurface hyperplasticity model. Computers and Geotechnics 49, pages 100-110.
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