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我公司承担了一造纸车间内部技改工程施工任务。其中有一深3.0m.长12m、宽6.3m 的钢筋混凝土池,池内要安装造纸设备,按质量要求,池子不允许有漏水、渗水现象。现场地质状况如下:(1)杂填土层,0.8m 厚;(2)粉质粘土层,1.2m 厚;(3)淤质粘土夹多层粉砂层,2.2m 厚;(4)粉细砂颗粒层,0.8m厚;(5)淤质粘土夹砂层。
Our company has undertaken a task of papermaking workshop internal technical renovation project. There is a reinforced concrete pool with a depth of 3.0m, a length of 12m and a width of 6.3m. The papermaking equipment must be installed in the pool. According to the quality requirements, the pool must not be subject to leakage or water seepage. The geological conditions at the site are as follows: (1) Miscellaneous fill layer, 0.8m thick; (2) Silty clay layer, 1.2m thick; (3) Silty clay sandwiched by multiple silt layers, 2.2m thick; (4) Powder Fine sand particle layer, 0.8m thick; (5) The silt clay sandwich layer.