Reliability Analysis of the Vertical Bearing Capacity of Prestressed Pipe Pile Foundations

Abstract:

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The paper introduces the basic principles of vertical bearing capacity of the pile by using static load test, establish the random site theory model of the bearing capacity of prestressed pipe pile foundations calculation, calculates and statistics the try count ratio of vertical bearing capacity of 144 prestressed pipe pile in Tianjin, work out calculation procedures of JC method, calculate reliability index of vertical bearing capacity and analyze calculation results. In the last, we build a model using the finite element software, analysis the displacement of pile top under earthquake, evaluates the horizontal bearing capacity of prestressed pipe pile.

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Edited by:

Yong Huang, Tai Bao and Hong Wang

Pages:

90-93

Citation:

C. Y. Liu et al., "Reliability Analysis of the Vertical Bearing Capacity of Prestressed Pipe Pile Foundations", Advanced Materials Research, Vols. 671-674, pp. 90-93, 2013

Online since:

March 2013

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Price:

$38.00

[1] Chong Jiang, Ming-hua Zhao, Ke-ping Zhou, and so on. The reliability analysis of pile foundations response surface based on the interval theory. Journal of Geotechnical engineering, 2011, 33(2): 282-286(in Chinese).

[2] Zhi-cheng Tan, Yu-zhou Sima. The reliability analysis of pile foundations's bearing capacity based on the stochastic weighted method. Journal of Geotechnical engineering, 2011(in Chinese).

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