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035 _a.b10297352
099 9 _aAIT Thesis no.GT-78-13
100 0 _aJumpot Kanjanapanyakom
245 1 0 _aFull scale load tests on single piles and pile groups embedded in clay
260 _aBangkok :
_bAsian Institute of Technology,
_c1979
300 _a131 p.
490 1 _aThesis ;
_vno. GT-78-13
500 _aA thesis submitted in partial fulfillment of the requirements for degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1979
520 _aTwo groups of timber piles were driven in Bangkok Clay at pile spacing of 1.00 m or 5 times the pile diameter. One of the group consisted of 16 piles, each was 7.80 m long and 18 cm in an average diameter. The other group consisted of 9 piles, 11.30 m long and 20 cm in an average diameter. Full scale load tests for determination of the failure load were performed on some single piles and on pile group for this present study. The results of the tests were compared t o the predicted ultimate bearing capacity which was determined by geostatic calculation. The values of the adhesion factor, a , in the soft clay compares well with previous investigations while the -value for the stiff clay is difficult to assess. The influence of drying crust and the mobilized point bearing capacity at failure were also studied herein.
650 0 _aPiling (Civil Engineering)
_xTesting
700 1 _aHolmberg, Soren,
_eChairperson
700 1 _aAkagi, T.,
_eExamination Committee
700 1 _aBalasubramaniam, A.S.,
_eExamination Committee
710 2 _aThe Government of Thailand,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. GT-78-13
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B22256
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