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035 _a.b10080648
099 9 _aAIT Thesis no. 555
100 0 _aSiripong Sholsiripunlert
245 1 0 _aAnalysis of circular pile caps
260 _aBangkok :
_bAsian Institute of Technology,
_c1973
300 _a26 p.
490 1 _aThesis ;
_vno. 555
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, 1973
520 _aThe research described in this paper is an extension of an earlier work done by BERNARDO (1972). The experimental ultimate loads of reinforced concrete pile caps are compared with those predicted by a simple analysis based on truss analogy. Six specimens, consisting of two one half scale models of rectangular two-pile caps and four one-quarter scale models consisting of two circular six-pile caps and two circular eight pile caps were constructed and tested to destruction. Test results indicated that good predictions of the ultimate loads of these pile caps can be obtained by truss analogy. The ultimate loads were found to coincide with the yield point stress of the steel.
650 0 _aPiling (Civil engineering)
700 1 _aPama, Ricardo P.,
_eChairperson
700 1 _aLee, Seng-Lip,
_eCo-Chairperson
700 1 _aPichai Nimityongskul,
_eExamination Committee
710 2 _aGovernment of Australia,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 555
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24274
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