中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2004, Vol. 23 ›› Issue (1): 73-77.

Previous Articles     Next Articles

Discussing on two important parameters’ distribution regulations for reliability analysis of reinforced earth structures

LIU Ming-wei , 1 , 2  WANG Duo-yin , 1  HE Guang-chun1   

  1. 1.Department of River and Ocean Engineering, Chongqing Institute of Communications, Chongqing 400074,China; 2.Department of Military Civil Engineering , Logistical Engineering University ,Chongqing 400041, China
  • Received:2003-04-01 Revised:2003-05-02 Online:2004-02-15 Published:2015-05-18

加筋土结构可靠度分析中两个重要 参数的分布规律探讨

刘明维,1,2王多垠,1何光春1   

  1. 1.重庆交通学院河海建筑工程系,重庆400074;2.后勤工程学院军事土木工程系,重庆400041
  • 作者简介:刘明维(1972-),男,贵州遵义人,讲师,从事港工结构及基础方面的研究与教学
  • 基金资助:
    重庆交通学院青年基金资助项目(2001-09)

Abstract: Parameters of action and resistance factors for reinforced earth structures and distribution modalities have marked effect on reliability calculation. According to feature of reinforced earth structures and experimental results, the authors apply mathematical statistics method to analyze physical and mechanic parameters of filling materials gravity(γ) and reinforced materials tensile force, and results show reasonability by engineering examples checking. The results give a reference to the new c

Key words: reinforced earth structures, gravity, tensile force, mathematical statistics, reliability

摘要: 在进行加筋土结构可靠度分析计算中,加筋土结构作用和抗力的统计参数及其分布形式对其可靠指标有显 著的影响.笔者针对加筋土结构本身的特点,结合试验结果,采用数理统计的方法,对加筋土填料(主要为砂卵石填 料)的重度γ、加筋材料的拉力进行统计分析,并将其应用于工程可靠度验算,其结果表明是合理的,可为加筋土结 构设计规范修订提供一定的参考

关键词: 加筋土结构, 重度, 拉力, 数理统计, 可靠度

CLC Number: