Time Effect Of Bearing Behavior Of Bored Pile Group In Un-Saturated Silty Soil ? Synopsis

Deep Foundations Institute
J. L. Liu
Organization:
Deep Foundations Institute
Pages:
6
File Size:
607 KB
Publication Date:
Jan 1, 2010

Abstract

Long-term maintained load test on the bored pile group in unsaturated silty soil has been carried out. And the research on the time effects of bearing behavior of pile group has been done by the method of installing pressure cells and reinforcement stress gauges for measuring the soil reaction beneath the cap and the pile bottom as well as the shaft resistance. The test shows that, within a certain duration after loading, the soil reaction beneath the cap and the pile point resistance increase with time; but the shaft resistance decreases. The load distribution among the pile tops in the group tends to be even with time. The shaft resistance redistributes along the pile shaft with time, that is, getting less in the upper part, getting larger in the middle. The redistribution does not tend to stop till the distribution in both upper and middle part becomes to be uniform. The load-bearing conditions of soil beneath the cap of pile group and the variation in time effects with related factors also have been discussed.
Citation

APA: J. L. Liu  (2010)  Time Effect Of Bearing Behavior Of Bored Pile Group In Un-Saturated Silty Soil ? Synopsis

MLA: J. L. Liu Time Effect Of Bearing Behavior Of Bored Pile Group In Un-Saturated Silty Soil ? Synopsis. Deep Foundations Institute, 2010.

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