重力式挡土墙实际操作与理论的比较  

Comparison between practical performance and the theory of gravity retaining wall

作　　者：樊幻灵[1] 任峻[1] 周静[1] 

机构地区：[1]宜宾学院经济与工商管理系

出　　处：《山西建筑》2007年第1期111-112,共2页Shanxi Architecture

摘　　要：简述了挡土墙的特点,就条石重力式挡土墙的实际操作与理论作了一个比较,用大学教材上的理论计算方法验算了实际操作中的条石重力式挡土墙并不完全满足完全稳定的要求,提出了教学中应提倡理论与实践相结合的要求。This paper outlines the characteristics of retaining wall, draws a comparison between practical performance and the theory of band- stone gravity retaining wall, makes checking calculation on it in practical performance by theoretical calculating method on college textbook, which shows that it cannot fully comfort the requirement of safety and stability, and proposes that combining theory with practice should be advocated in teaching .

关 键 词：挡土墙 稳定性验算 摩擦系数 

分 类 号：TU476.4[建筑科学—结构工程]