斧子口水利枢纽左岸边坡加固方案及施工

Left bank slope reinforcement scheme and construction of Fuzikou Hydraulic Complex

介绍了斧子口水利枢纽左岸边坡在开挖过程出现的深层贯穿性裂缝及浅层洞隙问题,分析了裂缝滑塌的原因,根据揭露后的边坡地质结论和建议,提出了边坡的加固处理方案,并介绍了边坡加固的施工过程。

In the course of left bank slope excavation for Fuzikou Hydraulic Complex, deep penetrating cracks and shallow holes or gaps were founded. The author analyzed the causes for crack sliding and put forward the bank slop ereinforcement scheme in accordance with the geological conclusions and suggestions. An introduction was made on the slope reinforcement construction process.