摘要
基于利用UDEC数值模拟的各种挡墙在推力作用下的破坏模型,分析了不同挡墙形式自身的稳定性,结合工程实例,对挡墙形式进行了探讨,并证明仰斜式重力挡墙为最优挡墙形式。
The self-stability of retaining wall of different types has been analyzed with damage models of each kind of retaining wall under thrust force. The gravity retaining wall slanting backward proved to be the best after discussion on the types of retaining wall with some engineering examples.
出处
《矿冶工程》
CAS
CSCD
北大核心
2009年第3期5-7,共3页
Mining and Metallurgical Engineering
关键词
边坡加固
重力式挡墙
仰斜
垂直
俯斜
slope reinforcement
gravity retaining wall
slanting backward
vertical
slanting inwards
