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

作　　者：熊智彪[1] 

机构地区：[1]南华大学建筑工程与资源环境学院,湖南衡阳421001

出　　处：《南华大学学报（自然科学版）》2001年第2期65-67,共3页Journal of University of South China：Science and Technology

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．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

关 键 词：加筋土挡土墙 界面磨擦力 抗倾覆稳定 安全系数 

分 类 号：TU432[建筑科学—岩土工程]