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035			_a.b11764909
099		9	_aAIT Thesis no. GE-98-06
100	0		_aTun Lwin
245	1	0	_aEngineering properties of cement treated Bangkok clay
260			_aBangkok : _bAsian Institute of Technology, _c1999
300			_a112 leaves
490	1		_aThesis ; _vno. GE-98-06
500			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Civil Engineering
502			_aThesis (M.Sc.) - Asian Institute of Technology, 1999
520			_aStrength, compressibility, permeability and creep behavior of cement treated Bangkok clay was investigated. Soil samples were taken from Bangplee site. The clay sample was thoroughly mixed with Portland cement (Type I), using a special mixing and molding procedure to ensure uniformity of specimen. At 28 days, strength of cement treated clay was found 20 times higher than that of the base clay. Axial strain decreased with an increase in cement content. The stress path of cement treated clay was similar to that of highly overconsolidated clay. Effective friction angle increased with cement content. The cement treated clal showed lower friction angle as the cement content increased more than 150 kg/m . Cohesion intercept increased with cement content. Preconsolidation pressure increased with an increase in cement content. Permeability of cement treated clay was decreased with an increase in cement content. During undrained creep test, small axial deformation was found. Pore pressure increased with time under constant stress level. Semple's (1973) exponential creep equation is applicable for undrained creep behavior of cement treated Bangkok clay.
650		0	_aClay _zThailand _zBangkok
650		0	_aSoil mechanics _zThailand _zBangkok
700	0		_aNoppadol Phien-Wej, _eChairperson
700	1		_aDer Guey, Lin, _eChairperson
700	1		_aBergado, Dennes T., _eExamination Committee
710	2		_aAsian Institute of Technology (Partial), _eScholarship donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. GE-98-06
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B12424
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