Siripong Sholsiripunlert creator Pama, Ricardo P. Chairperson Lee, Seng-Lip Co-Chairperson Pichai Nimityongskul Examination Committee Government of Australia Scholarship Donor text th Bangkok Asian Institute of Technology 1973 monographic eng

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26 p. The 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. A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand. Thesis (M.Eng.) - Asian Institute of Technology, 1973 Piling (Civil engineering) Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B24274 http://203.159.5.9/ait-thesis/detail.php?q=B24274 231297 20260817162317.0