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在深厚强透水地基上建筑土坝,经常采用铺盖斜墙防渗的坝型,但以往对这种坝型渗流计算的研究多限于有限深地基的情况,本文用分段保角变换的近似方法提出地基为
However, the calculation of seepage in this kind of dam is mostly limited to the case of limited depth foundation. In this paper, the approximate method of sectional conformal transformation The foundation is proposed