熊智彪.加筋土挡土墙的抗倾覆稳定验算[J].南华大学学报(自然科学版),2001,(2):65~67.[.The Stability Calculaton Against Overturning of the Reinforce Soil Retaining Wall[J].Journal of University of South China(Science and Technology),2001,(2):65~67.]
加筋土挡土墙的抗倾覆稳定验算
The Stability Calculaton Against Overturning of the Reinforce Soil Retaining Wall
  修订日期:2001-05-09
DOI:
中文关键词:  加筋土挡土墙  界面磨擦力  抗倾覆稳定  安全系数
英文关键词:reinforced soil retaining wall,resistance,stability against overturning,stability factor,
基金项目:
熊智彪
熊智彪(南华大学建筑工程与资源环境学院, 湖南衡阳 421001)
摘要点击次数: 888
全文下载次数: 2
中文摘要:
      本文认为加筋土挡土墙的抗倾覆稳定验算应考虑加筋材料与上、下土体之间的界面磨擦力,同时经分析认为考虑了界面磨擦阻力后抗倾覆稳定安全系数Kt值要求可降低为1.5.
英文摘要:
      This paperproposes that the resistence between the soil and the reinforcing material must be considered for the stability calculation aqainst overturning of the reinforce soil retaining wall, and that the stability fact Kt qgainsx overturning can be 1. 5
查看全文  查看/发表评论  下载PDF阅读器
关闭