均质坝

土坝劈裂灌浆技术以往大都在坝高低于50m的均质坝和宽心墙坝中使用，且要求在水库低水位期进行。

In the past , splitting-grouting technique for earth dams was usually adopted for homogeneous dams and thick core dams with the height lower than 50 m , running with low-water level .

其中挡水坝工程坝型为粘土均质坝。

One block dam project for clay dam type homogeneous dam .

深厚覆盖层基础均质坝应力变形非线性有限元分析

The non-linear finite element analysis for stress-strain of homogeneous dam built in deep alluvion foundation

最后，以均质坝和心墙坝作为算例进行了具体的数值计算，将所得结果与有限元数值解进行对比分析，论证了所提方法的适用性和合理性。

Finally , example studies are performed for both homogeneous embankment and clay-core dam and the numerical results are compared with the solutions obtained by the finite element method to illustrate the rationality and applicability of the proposed method .

本文利用SEEP/W对一些典型的心墙坝、斜墙坝和均质坝进行断面剖分，计算了大坝浸润线位置、等势线、等压线、渗流量、渗透坡降等。

Some classical dams are analyzed to ensure the location of phreatic surface , equipotential lines , contours , total flux , and gradients of seepage by SEEP / W , such as dams with clay core , or homogenous .

采用数值模拟方法，以均质土石坝为例，计算分析了考虑各向异性渗流特性对坝体浸润线、渗流场分布、坝坡稳定性等的影响。

By numerical simulation method , the influence of the anisotropic permeability on saturation line , seepage field distribution , stability of the homogeneous earth dam has been studied .

通过对均质坝体和坝料明显分层后坝体的渗流场进行对比分析，研究了两种情况下坝体渗流场随时间的变化特性以及水力参数的分布特性。

Through comparison of the seepage fields in a uniform dam and an evidently stratified dam , the evolution of seepage with time and the distribution characteristics of the hydraulic parameters in the two cases were studied .