AI SearchFull scale load tests on single piles and pile groups embedded in clay
Call Number: AIT Thesis no.GT-78-13 Material type:
SeriesSeries: Asian Institute of Technology. Thesis ; no. GT-78-13Publication details: Bangkok : Asian Institute of Technology, 1979Description: 131 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1979 Summary: Two 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.
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Asian Institute of Technology Library Archives | AIT Thesis no.GT-78-13 (Browse shelf(Opens below)) | 1 | Available | 30050160071428 |
A thesis submitted in partial fulfillment of the requirements for degree of Master of Engineering, School of Engineering and Technology
Thesis (M.Eng.) - Asian Institute of Technology, 1979
Two 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.
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