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Thermal Effects on Undrained Shear Strength of Normally Consolidated Soft Bangkok Clay
This paper presents the results of an experimental investigation on the temperature effects on the undrained shear strength and stiffness of normally consolidated (NC) soft Bangkok clay specimen under drained heating conditions. Details of modified triaxial test apparatus that can handle temperatures up to 100°C are also presented. The clay was found to exhibit temperature induced increase in shear strength and stiffness, and an apparent overconsolidation state after subjecting the NC specimen to drained heating-cooling condition.
Thermal Effects on Undrained Shear Strength of Normally Consolidated Soft Bangkok Clay
This paper presents the results of an experimental investigation on the temperature effects on the undrained shear strength and stiffness of normally consolidated (NC) soft Bangkok clay specimen under drained heating conditions. Details of modified triaxial test apparatus that can handle temperatures up to 100°C are also presented. The clay was found to exhibit temperature induced increase in shear strength and stiffness, and an apparent overconsolidation state after subjecting the NC specimen to drained heating-cooling condition.
Thermal Effects on Undrained Shear Strength of Normally Consolidated Soft Bangkok Clay
Trani, Laricar Dominic O. (Autor:in) / Bergado, Dennes T. (Autor:in) / Abuel-Naga, Hossam M. (Autor:in)
GeoCongress 2008 ; 2008 ; New Orleans, Louisiana, United States
GeoCongress 2008 ; 1069-1076
07.03.2008
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Thermal Effects on Undrained Shear Strength of Normally Consolidated Soft Bangkok Clay
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