论文部分内容阅读
论文主要是对防潮闸左侧导流明渠开挖出的淤泥质壤土掺入一定比例的砂,通过对掺砂后土料进行室内模型试验,测定其在不同掺砂比例时的物理力学指标,根据该物理力学指标,分析计算设计断面的施工固结情况。
The paper mainly incorporates a certain proportion of sand into the silt loam excavated from the diversion channel on the left side of the floodgate. The physical and mechanical indexes of the silt loam at different sand mixing ratios are determined by indoor model tests. According to the physical and mechanical indicators, analysis and calculation of the construction section of the consolidation of the situation.