摘要
通过对锚索框架梁加固滑坡体的原理进行分析论证,按温克尔地基模型和弹性地基梁的方法计算框架梁内力,进而进行锚索框架的结构设计,并在徽杭高速公路朱村段滑坡治理工程中应用,取得较为满意的加固效果。
Based onthe analysis of the mechanism of sliding mass reinforcement by cable anchor-frame beam method and theinternal force of frame-beam calculated by Wenkel ground model and elastic foundation beam method, the structure design of the cable anchor-frame was made. It was applied in the sliding slope control engineering of Zhucun Section of Anhui-Hangzhou expressway and achieved satisfactory reinforcement effect.
出处
《金属矿山》
CAS
北大核心
2005年第4期17-19,共3页
Metal Mine
关键词
锚索框架梁
加固
滑坡体
结构设计
Sliding slope, Reinforcement, Cable anchor, Frame beam, Structure design
