提出了在有限元计算中通过给定加载函数初始值的方法来描述坝料由碾压过程所致的初始超固结状态。

A method to describe the over-consolidated condition resulted from the in-situ roller compaction test is proposed by setting the initial value of loading function in the finite element analysis.

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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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论述了坝面沉降分布规律，坝体固结过程及沉降变化趋势等问题。

The surface settlement distributive law and the consolidating procedure and the surface settlement variable tendency of the dam are also expounded.

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