AI SearchPile driving criteria for residual soil in Thailand
Call Number: AIT Thesis no.GE-98-32 Material type:
SeriesSeries: Asian Institute of Technology. Thesis ; no. GE-98-32Publication details: Bangkok : Asian Institute of Technology, 1999Description: 217 leavesSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1999 Summary: This thesis deals with the prediction of ultimate capacity of driven piles for residual soil in Rayong Province, Thailand and the analysis of pile driving data by five conventional driving formulae. The result of static method gave over estimation of the ultimate loads of short driven pile and a good estimation of the ultimate loads of long driven piles. The pile load test data shows that test was performed only two to two and half times of design load. Therefore, the load settlement curves shows that the tests were stopped in early elastic condition. "The Chin's method" overestimated the ultimate loads of driven piles and "the Mazurkiewicz's method" was extensively used to interpret the ultimate loads of driven pile. Theory basic calculation of conventional driving formulae gave the underprediction except "the Engineering News Formula". "The Janbu's Formula" gave good estimation of the ultimate load of driven pile. The proposed constants were deduced from ultimate capacity of static load test. Then, the correlation between the ultimate capacity of static load test and the dynamic load test were also evaluated. The proposed constants can give a good estimation of ultimate static load after correction.
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A Thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering
Thesis (M.Eng.) - Asian Institute of Technology, 1999
This thesis deals with the prediction of ultimate capacity of driven piles for residual soil in Rayong Province, Thailand and the analysis of pile driving data by five conventional driving formulae. The result of static method gave over estimation of the ultimate loads of short driven pile and a good estimation of the ultimate loads of long driven piles. The pile load test data shows that test was performed only two to two and half times of design load. Therefore, the load settlement curves shows that the tests were stopped in early elastic condition. "The Chin's method" overestimated the ultimate loads of driven piles and "the Mazurkiewicz's method" was extensively used to interpret the ultimate loads of driven pile. Theory basic calculation of conventional driving formulae gave the underprediction except "the Engineering News Formula". "The Janbu's Formula" gave good estimation of the ultimate load of driven pile. The proposed constants were deduced from ultimate capacity of static load test. Then, the correlation between the ultimate capacity of static load test and the dynamic load test were also evaluated. The proposed constants can give a good estimation of ultimate static load after correction.
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