摘要
介绍地面超载情况下土层锚杆技术的设计原理 ,并对部分计算参数进行了归纳分析 ,给出了具体的计算步骤 ,最后以某城区河道陡坡治理工程为例 。
The design principle of applied anchor technology is presented considering the ground overload.Some computational parameters are presented and analyzed,and concrete computational procedure is put forward.Moreover,a regulation project of city river is illustrated for the application of soil anchor technology.
出处
《建筑技术开发》
2002年第10期93-95,共3页
Building Technology Development
关键词
紧邻高层建筑物
河道
陡坡
防护
锚杆
地面超载
静力平衡法
等值梁法
Anchor technology
Computation model
Ground overload
Static equilibrium method
Equivalent beam method
