摘要
通过研究隐伏溶洞周围围岩的应力分布规律并对处治隐伏溶洞的注浆技术进行详细设置、对比两种注浆方式的优缺点并将两方式结合利用,可治理此地质问题对工程带来的影响,并取得良好的工程效果。
This paper explored the stress distribution law of wall rock in concealed karst cave and analyzed in details two grouting techniques for treatment of concealed karst cave. Advantages and shortcomings were compared between these two grouting techniques and combination of these techniques could control the influences caused by such geological condition on engineering construction and could realize favorable construction effect.
出处
《建筑技术开发》
2015年第3期38-42,共5页
Building Technology Development
关键词
隐伏溶洞
应力分布
注浆技术
围岩应力
concealed karst caverns
stress distribution
technology of grounding
rounding rock stress
