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建池处地质条件:山前冲积阶地,地势平坦,地层规律,具湿陷性,地耐力15T/m~2,压缩模量50～60kg/cm~2。地下水位在14米深以下。本设计改变了常规的整体钢筋混凝土水池的设计方法,采取了分离式设计结构。即将池壁、底板分别分离成尺寸不超过20米的大方块,相互之间用2mm厚的不锈钢金属板做成防渗漏伸缩缝。这样使池壁形成了悬臂板式挡土墙结构,而底板则成了周边自由的只
Geological conditions at Chihpen area: The alluvial terraces in front of the mountain have flat topography and stratum law with collapsibility, endurance of 15T / m ~ 2 and compressive modulus of 50 ~ 60kg / cm ~ 2. Groundwater level below 14 meters deep. This design changed the design method of the conventional integral reinforced concrete basin, and adopted a separate design structure. About to pool wall, the floor were separated into sizes not more than 20 meters of large square, with 2mm thick stainless steel sheet made of anti-seepage expansion joints. This allows the formation of the cantilever wall retaining wall structure, while the floor has become the only peripheral free