Estimation of Uplift Pile Capacity in the Sand Layers
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Creator Weeraya Chim-oye
Title Estimation of Uplift Pile Capacity in the Sand Layers
Contributor Narin Marumdee
Publisher TUENGR Group
Publication Year 2556
Journal Title International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies
Journal Vol. 4
Journal No. 1
Page no. 57-65
Keyword Ultimate uplift pile capacity, Tension pile load test, Uplift capacity, Sand layer.
URL Website http://tuengr.com
Website title International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies
ISSN 2228-9860
Abstract There are several methods available to analyze and evaluate the ultimate uplift capacity of pile in the sand layers, based on a homogeneous soil layer. This research compares the three estimations of ultimate uplift capacity of pile developed by Kulhawy et al (1979); Das (1983) and Chattopadhyay and Pise (1986). Since the field experiment did not reach the failure state, the Modified Mazurkiewicz method has been used to predict ultimate uplift capacity of piles. It is found that Kulhawy et al (1979) ultimate uplift capacity is closed to field data, providing the highest safety. In contrast, the ultimate uplift capacity by Chattopadhyay and Pise (1986) method shows the highest difference from the ultimate uplift capacity.
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