论文部分内容阅读
由于水电站多坐落于表面风化的岩层之上,工程土质条件较差,极易引发水电站地基松动,严重的话甚至会造成水电站整体建筑的崩坏,进而带来巨大的经济损失。本文结合实际案列,在介绍固结灌浆技术和锚筋桩技术的同时,对固结灌浆结合锚筋桩技术在水电站地基处理中的应用做出初步探讨,以便为水电站的地基加固工作提供参考。
Due to the fact that the hydropower stations are mostly located above the surface weathered rock formations, the poor soil conditions of the project can easily lead to the loose foundation of the hydropower station. If they are serious, they may even cause the collapse of the entire hydropower station construction, resulting in huge economic losses. Combined with the actual case, this paper introduces the technology of consolidation grouting and anchoring tendons, and discusses the application of consolidation grouting combined with anchorage pile technology in the foundation treatment of hydropower station in order to provide references for the foundation consolidation work of hydropower station .