000			03046nas|a2200409 i 4500
005			20260817172531.0
008			040818s2003 th uzm rtt 00| a1eng d
035			_a.b11936885
099		9	_aAIT Thesis no.GE-02-14
100	0		_aBui Tan Man
245	1	0	_aCharacterization soft deposit Hai Phong clay using laboratory tests and field tests
260			_aPathum Thani, Thailand : _bAsian Institute of Technology, _c2003
300			_a166 leaves
490	1		_aThesis ; _vno. GE-02-14
502			_aThesis (M.Eng.) - Asian Institute of Technology, 2003
520			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
500			_aThe collaborative sampling and testing program between Port and Airport Research Institute of Japan (P ARI), Asian Institute of Technology (AIT), and two Vietnamese companies, Union of Survey Company (USCo ), and Transportation Engineering Design Incorporation (TEDI) was profitably done. The physical and mechanical properties of soft deposit Hai Phong clay were investigated by mean of various field tests and laboratory tests. The investigated site is in the Cam River plain, near the Hai Phong coastal line, where the deposit developed about 24 m. The homogenous clay layer was found out from 10 m to 24 m. The sampling depth was from 8 m to 20 m. The effects of sample disturbance on the mechanical properties of the soil were examined by using two different samplers, standard Japanese fixed piston samplers and Shelby sampler. The effects of sampling disturbance on the soil characteristics are significant. The Shelby sampler showed its disadvantage on soil sampling. This study focuses essentially on the interpretation of insitu tests, on index properties, on consolidation characteristic, and undrained shear strength of the soil. Beside the coefficient of horizontal at rest pressure Ko, the overconsolidation ratio OCR values and were also studied.
650		0	_aShear strength of soils
650		0	_aClay soils _xTesting
650		0	_aSoil consolidation
700	1		_aTakemura, Jiro, _eChairperson
700	1		_aBergado, Dennes T., _eExamination Committee
700	0		_aNoppadol Phien-Wej, _eExamination Committee
710	2		_aThe Government of Japan, _eScholarship Donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. GE-02-14
856			_3Full-Text _u http://203.159.5.9/ait-thesis/detail.php?q=B08326
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