Abstract: Shortly after impoundment of Geliqiao hydropower station, the test of filling and emptying of the diversion tunnel was carried out. In the filling-emptying-filling-emptying process, the pressure measured by piezometers had obvious relevance with the process. As large deformation of rear slope of powerhouse, concrete piles were poured for slide resistance. Strain gauges were arranged on the concrete piles to monitoring the stresses, further, to provide basis for evaluation of anti-sliding effect as well as judgment on slope stability. Moreover, the concrete stresses were calculated.

摘要： 格里桥水电站下闸蓄水后不久，实施了引水隧洞充水与放空试验，经历了充水-放空-再充水-再放空-再充水的过程，在此过程中渗压计的实测压力与充放水过程有明显相关性。因厂房后边坡变形较大，浇注灌注桩抗滑，通过灌注桩钢筋计实测应力的变化，判断抗滑效果及边坡稳定性，并对混凝土应力进行简单计算。