摘要
以工程实例论述了包裹式加筋土挡墙在治理高速公路边坡小塌方中的理论、设计计算和施工方法 ,并运用朗肯土压力理论验算了土挡墙的稳定性 。
With the example of little landslide of expressway, introdacing the principle, design calculation and construction method of the packaged renforced retaining wall, checking its stability by Renkine earth pressure theory. Its feasibility is proved by practice.
出处
《岩土工程技术》
2003年第5期302-304,共3页
Geotechnical Engineering Technique
关键词
加筋土挡墙
朗肯土压力
抗拉强度
reinforced soil retaining wall
Rekine earth pressure
tensile strength
