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

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