摘要
本文描述了黄山三道坝的概况 ,并对该区的地形地貌 ,坝址的岩石特征性作了评价 ,最后介绍了在坝右岸不稳岩体中使用了锚杆灌浆加固技术。
The general situation of Sandao dam in Huangshan is described.the configuration and topography,The characteristic of rock in the dam site are appraised.The grouting reinforcement with anchors for the unstable rock mass in the right bank of the dam is also introduced.
出处
《土工基础》
1999年第3期41-44,共4页
Soil Engineering and Foundation
关键词
坝址
岩性
灌浆加固
双曲拱坝
damsite,characteristics of rock,grouting reinforcemet.
