AI SearchLoad transfer characteristics of bored piles in different soil conditions
Call Number: AIT Thesis no. GE-00-09 Material type:
SeriesSeries: Asian Institute of Technology. Thesis ; no. GE-00-09Publication details: Bangkok : Asian Institute of Technology, 2001Description: 110 leavesSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 2001 Summary: Data 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.
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A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
Thesis (M.Eng.) - Asian Institute of Technology, 2001
Data 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.
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