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035			_a.b10678773
099		9	_aAIT Thesis no. 1283
100	1		_aLim, Shu Yun
245	1	4	_aThe bearing capacity and settlement characteristics of driven piles in clay
260			_aBangkok : _bAsian Institute of Technology, _c1978
300			_a263 p.
490	1		_aThesis ; _vno. 1283
500			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
502			_aThesis (M.Eng.) - Asian Institute of Technology,1978
520			_aThe current knowledge on the subject is reviewed. When the use of pile foundation is decided it is important to select a suitable pile type. The design of the pile length and size depends on a collection of the information available including the soil investigation relevant to the particular site. The use of static formulae to estimate the long-term bearing capacity of pile is better achieved by effective stress analysis rather than the undrained shear strength correlation. The estimation of ultimate bearing capacity by quasi-static penetrometer is fast economical and within reasonable accuracy. The best method of determining the bearing capacity and settlement of pile is by load test. The QML test and CRP test may be used for routine tests. The method of interpreting the failure load from load test data without considering the elastic shortening of long pile is inaccurate and conservatives. In the sequence of pile design settlement is the controlling factor instead of bearing capacity. The elastic solutions for pile settlement will not be confidently used in the near future.
650	1	0	_aPiling (Civil engineering)
650	1	0	_aFoundations
700	1		_aBalasubramaniam, A.S., _eChairperson
700	1		_aHolmberg, Soren, _eExamination Committee
700	1		_aAkagi, Toshinobu, _eExamination Committee
710	2		_aGovernment of Netherlands, _eScholarship Donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. 1283
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B22892
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