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008 090801s2001 th u m rtt 00| a1eng d
035 _a.b11831960
099 9 _aAIT Thesis no. GE-00-09
100 1 _aBussert, Florian
245 1 0 _aLoad transfer characteristics of bored piles in different soil conditions
260 _aBangkok :
_bAsian Institute of Technology,
_c2001
300 _a110 leaves
490 1 _aThesis ;
_vno. GE-00-09
500 _aA thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 2001
520 _aData from static pile load tests, conducted on 13 fully instrumented large diameter bored piles constructed in Bangkok, Singapore and Indonesia were evaluated. They provide useful information on the load transfer characteristics at the pile soil interface. A calculation procedure to obtain reliable shaft friction values is recommended. It was found that the calculation method used has a significant influence on the results obtained. The influence of the actual pile diameter and the concrete Modulus as a function of strain are used to calculate the shaft friction is shown. This leads to the assumption that more reliable pile calculations can be done in future practice. The author's results were compared with previous publications. Significant differences are noted. It is shown that these differences exist due to improper analysis, based on insufficient information on the construction procedure. Analysis of the results from piles in Bangkok show higher pile capacity possibly due to improved installation procedure. A reduction in the construction time after the boring and before the concreting is started could have a further influence on the capacity.
650 1 0 _aPiling (Civil engineering)
_xTesting
700 1 _aBalasubramaniam, A.S.,
_eChairperson
700 0 _aNoppadol Phien-Wej,
_eExamination Committee
700 1 _aMiura, Kinya,
_eExamination Committee
700 0 _aTian Ho Seah,
_eExamination Committee
710 2 _aEEC (European PTS),
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. GE-00-09
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B08472
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