摘要
针对三峡库区万州某变形体工程的地质、岩体结构等特征,分析变形体形成原因,并对其典型剖面进行稳定性计算。通过采用抗滑桩、锚杆、格构护坡、坡顶截水等综合治理措施,提高变形体整体稳定性。实践证明,这些措施可以消除变形体的安全隐患,取得了较好的治理效果。
According to the geological,rock mass structures of a deformation project in Three Gorges Reservoir Area,the authors analyse the formation reasons of deformation,and make stability calculation of typical profile. To improve the stability of whole deformation,it can take measures such as anti-slide pile,rock bolts,lattice protection slope,water interception project on the top of slope and some comprehensive control measures. It is proved that those measures can eliminate safe hidden troubles of deformation and achieve great control effects.
出处
《资源环境与工程》
2016年第5期766-769,共4页
Resources Environment & Engineering
关键词
变形体
平面滑动
稳定性
治理措施
deformation
planar sliding
stability
control measures
