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035			_a.b11815693
099		9	_aAIT Thesis no.GE-99-09
100	0		_aKraisorn Wongsopit
245	1	0	_aBearing unit design in the Bangkok area
260			_aBangkok : _bAsian Institute of Technology, _c2000
300			_a58, A-4 leaves
490	1		_aThesis ; _vno. GE-99-09
500			_aA thesis submitted in partial fulfillment of requirements for the degree of Master of Engineering, School of Civil Engineering
520			_aThis study aims at proposing an alternative analysis method for settlement calculation of Bearing Unit in Bangkok area. The proposed analysis is based on single pile behavior, which can be subdivided in two portions. For piles with low factor of safety, the load is assumed to be transferred to soft clay layer. Whereas for piles with high factor of safety, the load is assumed to be transferred to deeper ground. One section of the bearing unit along the Highway No. 34 at km 31 was studied, and comparison of settlement calculation from back analysis and field measurement are presented. Based on proposed analysis, a modified configuration of bearing unit at km 31 of Highway No. 34, is providing smooth transition during its 20 years service period. From the results of analysis, settlement of the bearing unit can be predicted well by proposed analysis. The predicted settlement profile of Bearing Unit section agrees well with the measured field data. The modified configuration has longer bearing zone and more piles than the current configuration by 70 % in te1m of total length of piles.
502			_aThesis (M.Eng.) - Asian Institute of Technology
650	1	0	_aPiling (Civil engineering)
700	1		_aLin, Der Guey, _eChairperson
700	0		_aTian Ho Seah, _eExamination Committee
700	1		_aBergado, Dennes T., _eExamination Committee
710	2		_aAsian Institute of Technology Partial Scholarship, _eScholarship donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. GE-99-09
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B06563
907			_a.b11815693 _bmnait _cu
902			_a240401
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