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) ›› 2005, Vol. 24 ›› Issue (1): 89-93.

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Studying on the structural design partial coefi dents of the inner stability of reinforced earth structures

LIU Ming-wei1,2 , W ANG Duo-yin1, HE Guang-chun1   

  1. 1.School ofRiver and Oceanrucinccins,Chongqinging JiaotongUniversty,Chongqinging400074,China;2.Department of Military Civil Engineering,Logistical Enghing University,Chongqinging 400041,China
  • Received:2004-02-20 Online:2005-02-15 Published:2015-05-18

加筋土结构内部稳定设计分项系数的计算研究

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40004
  • 作者简介:刘明维(1972一),男,贵州人,讲师,从事港工结构及基础方面的研究与教学。
  • 基金资助:
    西部交通建设科技项目资助(2001SY-02一B)

Abstract: 0rdiIlg to the determining methods ofthe structural desi eoefllelents,the optimum action and resistance pedal eodtleients are about the il'Lrler stability of reinforced earth structures,and results show reasonable by examples cell.The results give a reference to the new code in reinforced earth structure design.

Key words: the structural design pedal eoeflleients, least square method, reinforced earth structures, action, resistance

摘要: 笔者按结构设计分项系数的确定方法,优化计算出加筋土结构内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,可为加筋土结构设计规范的修订提供一定的依据和参考。

关键词: 结构设计分项系数, 最小二乘法, 加筋土结构, 抗力, 作用

CLC Number: