Updating reliability of single piles and pile groups by load tests

被引：31

作者：

Huang, Jinsong ^{[1
,2
]}

Kelly, Richard ^{[2
,3
]}

Li, Dianqinq ^{[4
]}

Zhou, Chuangbing ^{[1
]}

Sloan, Scott ^{[2
]}

机构：

[1] Nanchang Univ, Sch Civil Engn & Architecture, Nanchang 330031, Peoples R China

[2] Univ Newcastle, ARC Ctr Excellence Geotech Sci & Engn, Callaghan, NSW 2308, Australia

[3] SMEC Australia & New Zealand Div, Canberra, ACT, Australia

[4] Wuhan Univ, Sch Water Resources & Hydropower Engn, Wuhan 430072, Peoples R China

来源：

COMPUTERS AND GEOTECHNICS | 2016年 / 73卷

基金：

澳大利亚研究理事会;

关键词：

System reliability; Pile group; Load test; Bayesian updating; SAFETY; FOUNDATIONS;

D O I：

10.1016/j.compgeo.2015.12.003

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

Pile load tests are used to refine designs and for quality assurance. They can also be used to verify the reliability of piles and pile groups. Stochastic methods have previously been developed to verify the reliability of single piles. A general stochastic method to verify the reliability of pile groups is developed in this paper. The method can be used to assess the reliability of groups where pile tests have been conducted to the ultimate capacity, to below the ultimate capacity but exceeding specified capacity, and where pile tests fail to achieve the specified capacity. In the latter case, the method allows decisions to be made as to whether the reliability of the entire pile group is satisfactory or whether additional piles need to be installed. (C) 2015 Elsevier Ltd. All rights reserved.

引用

页码：221 / 230

页数：10

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