摘要
综合某景区地质灾害防治工程的特点,对加固方案进行对比分析,最终采用了格构锚的治理措施。通过现场监测结果和后期运营,验证了格构锚的治理效果,为以后类似地质灾害防治工程提供了参考依据。
This paper characterizes the principles of the geological hazards prevention in a scenic project. The optimization process is performed on all feasible mitigation methods and the ground anchor with concrete grid beam method was selected. The effect of the selectedmethod is verified throughout the insitu monitoring during the construction and the operation.
出处
《土工基础》
2014年第3期33-34,48,共3页
Soil Engineering and Foundation
关键词
地质灾害
稳定
方案优选
格构锚
抗滑桩
Geological Hazards
Stability Analysis
Optimization
Ground Anchor with Concrete Grid Beams
Anti-sliding Piles