摘要
运用传统的极限平衡法探讨了凸榫作用效果的影响因素及影响程度。结果表明,凸榫长度、位置及基底摩擦系数对挡土墙的滑动稳定性影响更加敏感。对提高挡土墙的优化设计水平,充分利用凸榫的作用具有一定的指导意义。
Using the limit equilibrium method discussed the influence factors and the effect of the retaining wall with tenon. The results indicate, Tenon length,position and coefficient of friction on basis are more sensitive to the effects of sliding stability of the retaining wall.To improve the design level of the retaining wall, take full advantage of Tenon's role has certain guiding significance.
出处
《工程建设与设计》
2015年第10期67-69,共3页
Construction & Design for Engineering
关键词
挡土墙
凸榫
稳定性
安全系数
摩擦系数
retaining wall
tenon
stability
safety coefficient
fi'iction coefficient