000			03310nas a2200445 a 4500
005			20260817162312.0
008			090904s2009 th uu|m rtt 0| a1eng d
035			_a.b12124758
099		9	_aAIT Thesis no.GE-08-14
100	0		_aPhongpat Kitpayuck
245	1	2	_aAn analysis of behavior of piled-raft foundation in Bangkok subsoils
260			_aPathum Thani, Thailand : _bAsian Institute of Technology, _c2009
300			_a182 p. : _bill. + _e1 online resource
490	1		_aThesis ; _vno. GE-08-14
500			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Geotechnical and Geoenvironmental Engineering, School of Engineering and Technology
502			_aThesis (M. Eng.) - Asian Institute of Technology, 2009
520			_aA three-dimensional finite element analysis is conduced to investigate characteristics of piled-raft foundation in Bangkok subsoils. Pile load share, load distribution among piles in the raft, settlement distribution among piles, raft settlement and bending moment are studied by varying influencing parameters such as: raft depth, type of loading (from super structure on raft), raft thickness, number of piles (relation to raft size), effect of basement wall, applied load level, stiffness of soil below raft, pile spacing, pile tip depth, and depth of toe of basement wall. The results show that the stiffness of the soil below raft as well as pile tip depth is the major influencing on the response. The pile load share significantly decreases with an increase in stiffness of the soil below raft. The load distribution among piles in the raft illustrates very interesting characteristics of the soil-structure interactions.
650		0	_aPiling (Civil engineering) _zThailand _zBangkok
650		0	_aFoundations _zThailand _zBangkok
700	0		_aNoppadol Phien-Wej, _eChairperson
700	1		_aBergado, Dennes T., _eExamination Committee
700	1		_aKyung-Ho, Park, _eExamination committee
700	1		_aAye, Zaw Zaw, _eExamination committee
710	2		_aSupot Thasnanipon Scholarship Seafco Public Company Limited, Thailand, _eScholarship donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. GE-08-14
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B02994
907			_a.b12124758 _bmnait _cz
902			_a240404
998			_b0 _c131202 _dm _ea _fz _g3
962			_a000:001:PDF:b1212475:001116:0:0:0:0:0:0 _tAbstract--AIT Thesis no.GE-08-14 _vn
945			_lmnait
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