摘要
本文介绍了深基边坡支护锚杆系桩统设计计算的有限线单元法的基本理论，并提出了水平地基反力系数的简化计算方法，并用实例进行了分析验证。最终还用一工程实例对锚杆施加预荷载的功效进行了计算分析。
The basic theory of finite linear element method used for the designing and calculation of bracing system by anchor piles in deep foundation slope is presented. Simplified calculating technique for coefficient of reaction of horizontal ground is also proposed and it is varified by example in project. The effect of preloading applied to anchorage bar is calculated and analyzed through the practice in a project.
出处
《工程勘察》
CSCD
北大核心
1997年第3期1-5,11,共6页
Geotechnical Investigation & Surveying
关键词
有限线单元法
锚杆桩
深基坑
边坡支护
: finite linear element method, anchor pile, deep foundation pit
