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035 _a.b10200241
099 9 _aAIT Thesis no. 511
100 0 _aChitchai anantasech
245 1 0 _aDevelopment of pore pressure in soil
260 _aBangkok :
_bAsian Institute of Technology,
_c1973
300 _a79 p.
490 1 _aThesis ;
_vno. 511
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering at the Asian Institute of Technology, Bangkok, Thailand.
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1973
520 _aThis 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.
650 0 _aSoil consolidation
650 0 _aSoils
650 0 _aClay
_xTesting
700 1 _aNelson, John D.,
_eChairperson
700 1 _aMoh, Za-Chieh,
_eExamination Committee
700 0 _aChai Muktabhant,
_eMuktabhant,
_eExamination Committee
710 2 _aGovernment of the United Kingdoms and Asian Institute of Technology,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 511
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24249
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