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)

Journal of Chongqing Jiaotong University(Natural Science) ›› 2004, Vol. 23 ›› Issue (Z1): 39-43.

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Studying on the structural design partial coefficients of the outer stability of reinforced earth structures

LIU Ming-wei1,2 WANG Duo-yin1,HE Guang-chun1   

  1. 1.School of River and Ocean Engineering , Chongqing Jiaotong University, Chongqing 400074,China; 2.Department of Military Civil Engineering, Logistical Engineering University ,Chongqing400041,China
  • Received:2004-03-08 Online:2004-07-15 Published:2015-05-18

加筋土结构外部稳定设计分项系数的计算

刘明维1，2，王多银1，何光春1   

  1. 1.重庆交通学院河海学院，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，贵州人，在读博士生，从事港工结构及基础方面教学与科研工作
  • 基金资助:
    西部交通建设科技项目( 2 0 0 1 S Y 一02-B)

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Abstract: According to the determining methods of the structural design partial coefficients, the optimum action and resistance partial coefficients are obtained about the outer stability of reinforced earth structures, and results show reasonable by engineering examples checking. The results give a reference to the new code in reinforced earth structure design based on probability limit state

Key words: reinforced earth structures, least square method, the structural design partial coefficients

摘要： 按结构设计分项系数的确定方法，优化计算出加筋土结构外部稳定的作用和抗力设计分项系数，并将其应 用于实际工程验算，其结果表明是合理的，可为加筋土结构基于概率极限状态设计方法的规范修订提供一定的依 据和参考 。

关键词: 加筋土结构, 最小二乘法, 结构设计分项系数

CLC Number: