从橡胶坝的薄膜内力和平面问题两个基本假设出发，阐明坝体在不同承载工况下的坝袋拉力理论。
On the basis of two fundamental assumptions: the plane strain and the film internal force, this paper states at first the DAMS bag pulling force principle of different working circumstance.
结合全南橡胶坝工程实例，阐述了充水式橡胶坝坝袋及锚固结构的设计与计算。
Combined with the real example of the flexible dam in Quannan county, the design and calculation of the dam bag and anchor structure on the filling flexible dam is stated in this paper.
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