Full scale load tests on single piles and pile groups

By: Call Number: AIT Thesis no. 1289 Contributor(s): Material type: TextSeries: Asian Institute of Technology. Thesis ; no. 1289Publication details: Bangkok : Asian Institute of Technology, 1978Description: 225 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1978 Summary: Vertical and horizontal load tests were carried out on both individual piles and on pile groups. The test results showed that the vertical bearing capacity of the wooden pile group was less than what would be expected from the load test on a single wooden pile, whereas the concrete pile group had a bearing capacity slightly higher than the sum of the individual bearing capacity of the piles in the group. The horizontal load tests showed that the ultimate horizontal load for the pile groups was approximately equal to the sum of the bearing capacity of the individual piles in the groups.
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20-AIT Publication Asian Institute of Technology Library AIT Publications AIT Thesis no. 1289 (Browse shelf(Opens below)) 1 Available 30050003025169
40-Archives Asian Institute of Technology Library Archives AIT Thesis no. 1289 (Browse shelf(Opens below)) Available 30050160082870

A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand

Thesis (M.Eng.) - Asian Institute of Technology, 1978

Vertical and horizontal load tests were carried out on both individual piles and on pile groups. The test results showed that the vertical bearing capacity of the wooden pile group was less than what would be expected from the load test on a single wooden pile, whereas the concrete pile group had a bearing capacity slightly higher than the sum of the individual bearing capacity of the piles in the group. The horizontal load tests showed that the ultimate horizontal load for the pile groups was approximately equal to the sum of the bearing capacity of the individual piles in the groups.

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