Reliability Analysis of the Pile Shaft
of Bridge Pile Foundation Structure System

WANSi-ming; ZHAO Shan-rui; HUANG Guang-sheng

Volume 13 Issue 4

Aug. 2000

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Article Contents

Journal of Southwest Jiaotong University > 2000 > 13(4): 366-370.

WANSi-ming, ZHAO Shan-rui, HUANG Guang-sheng. Reliability Analysis of the Pile Shaftof Bridge Pile Foundation Structure System[J]. Journal of Southwest Jiaotong University, 2000, 13(4): 366-370.

Citation:

WANSi-ming, ZHAO Shan-rui, HUANG Guang-sheng. Reliability Analysis of the Pile Shaft of Bridge Pile Foundation Structure System[J]. Journal of Southwest Jiaotong University, 2000, 13(4): 366-370.

WANSi-ming, ZHAO Shan-rui, HUANG Guang-sheng. Reliability Analysis of the Pile Shaftof Bridge Pile Foundation Structure System[J]. Journal of Southwest Jiaotong University, 2000, 13(4): 366-370.

Citation:

WANSi-ming, ZHAO Shan-rui, HUANG Guang-sheng. Reliability Analysis of the Pile Shaft of Bridge Pile Foundation Structure System[J]. Journal of Southwest Jiaotong University, 2000, 13(4): 366-370.

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Reliability Analysis of the Pile Shaft of Bridge Pile Foundation Structure System

Publish Date: 25 Aug 2000

Abstract

Abstract

Based on the analysis of pile shaft load and resistance uncertainty, the reliability indices of pile shaft members are calculated. According to the minimum reliability index prescribed by design, the critical value of the pile slender ratio is determined.
- piles,
- members,
- reliability