Consolidation of Saturated Kaolin Subjected to Intermittent Thermal Loading with Temperature Gradient
Author:
Affiliation:
1. Doctoral Student, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India.
2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Link
https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11896
Reference51 articles.
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3. Volume change behaviour of saturated clays under drained heating conditions: experimental results and constitutive modeling
4. Experimental Evaluation of Engineering Behavior of Soft Bangkok Clay under Elevated Temperature
5. Baldi, G. 1991. Developments in modelling of thermo-hydro-geomechanical behaviour of Boom clay and clay-based buffer materials: Commission of the European communities. Luxembourg: Commission of the European Communities.
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