Chitchai anantasech creator Nelson, John D. Chairperson Moh, Za-Chieh Examination Committee Chai Muktabhant Muktabhant, Examination Committee Government of the United Kingdoms and Asian Institute of Technology Scholarship Donor text th Bangkok Asian Institute of Technology 1973 monographic eng

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79 p. This thesis presents the results of an investigation on the pore pressure response of artificially sedimented clay (kaolinite) and Bangkok clay under different drainage conditions and the pore pressure response of artificially sedimented clay (kaolinite) under different consolidation pressures, load increments and Kc. It was found that there were no significant effects on pore pressure response due to consolidation pressure, load increment and drainage conditions between undrained and drained conditions. However, there existed a higher pore pressure response under anisotropic consolidation conditions and in the partially drained condition. A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering at the Asian Institute of Technology, Bangkok, Thailand. Thesis (M.Eng.) - Asian Institute of Technology, 1973 Soil consolidation Soils Clay Testing Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B24249 http://203.159.5.9/ait-thesis/detail.php?q=B24249 221297 20260818090906.0