摘要
通过对新疆小山口水电站工程坝基岩石的特性分析和试验研究,确定在泥岩基础的混凝土固结灌浆之前首先应该进行接触灌浆,使混凝土与泥岩基础之间的软弱接触面形成整体,从而保证固结灌浆的效果;通过对混凝土与泥岩之间饱和抗剪试验研究,最终确定加基础面锚筋或者锚墩桩,以确保水工建筑物在工作状态下的抗滑稳定性。
Based on rock characteristics of Xiaoshankou Hydropower Station Project in Xinjiang,this paper determines that contact grouting should be conducted before consolidation grouting,making the contact surface between mudstone and concrete forming a whole to ensure the effects of consolidation grouting.Through the saturated shear resistant experiments and research,This paper validates that the anchor rods or anchor piers should be increased in order to ensure the skid resistance stability of the hydraulic structures under operation conditions.
出处
《电网与清洁能源》
2010年第8期81-83,共3页
Power System and Clean Energy
关键词
岩石特性
施工措施
接触及固结灌浆
抗剪试验
锚墩桩
rock characteristics
construction measurement
contact and consolidation grouting
shear strength experiments
anchor pier.