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抗滑桩加固工程的体系可靠度及其计算模型
引用本文:陈富坚,黄世斌,包惠明. 抗滑桩加固工程的体系可靠度及其计算模型[J]. 工程抗震与加固改造, 2009, 31(6): 15-18
作者姓名:陈富坚  黄世斌  包惠明
作者单位:1. 同济大学交通运输工程学院,上海200092;桂林理工大学土木建筑工程学院,广西桂林,541004
2. 广西工学院土木建筑工程系,广西柳州,545006
3. 桂林理工大学土木建筑工程学院,广西桂林,541004
基金项目:国家自然科学基金,广西建筑工程检测与实验重点实验室开放基金 
摘    要:针对当前边坡加固工程抗滑桩可靠性计算中存在的考虑因素偏少的问题,提出了抗滑桩体系可靠度的概念及其计算模型。以系统工程理论为依据对影响抗滑桩结构安全的不确定性因素进行了分析,建立了边坡加固工程抗滑桩体系的系统模型并进行了分类。以可靠性工程理论对抗滑桩体系的可靠度进行了定义,并逐级建立了各类抗滑桩体系的可靠性计算模型,并以算例示范了该模型的应用。抗滑桩体系可靠度的概念及其计算模型全面反映了抗滑桩加固体系安全的不确定性,有助于对抗滑桩加固体系安全机理及事故发生机制的全面理解,对提高抗滑桩加固工程的设计可靠性有现实意义。

关 键 词:抗滑桩  抗滑桩体系  可靠性  体系可靠度

The System Reliability of Anti-slide Pile and Their Calculating Models
Chen Fu-jian,Huang Shi-bin,Bao Hui-ming. The System Reliability of Anti-slide Pile and Their Calculating Models[J]. Earthquake Resistant Engineering and Retrofitting, 2009, 31(6): 15-18
Authors:Chen Fu-jian  Huang Shi-bin  Bao Hui-ming
Affiliation:Chen Fu-jian~(1,2),Huang Shi-bin~3,Bao Hui-ming~2(1.School of Transportation Engineering,Tongji University,Shanghai 200092,China,2.Civil Engineering College of Guilin University of Technology,Guilin 541004,3.Civil Engineering Department of Guangxi University of Technology,Liuzhou 545006,China)
Abstract:To deal with the problem of uncertainty in anti-slide pile reinforcement system,the concept of system reliability of anti-slide pile and their calculating models are presented.Factors contributing to the uncertainty in safety of anti-slide pile are analyzed with theory of System Engineering and models for anti-slide pile systems are constructed and classified.With Reliability Engineering,the system reliability of anti-slide pile is defined,and reliability model for each type of anti-slide pile system is est...
Keywords:anti-slide pile  anti-slide pile system  reliability  system reliability  
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