均质各向同性砂砾石堤基渗漏涌砂可归纳为完整井和非完整井模型。
The seepage and boiling of sand on the uniform isotropic gravel base of dam can be reduced to completely penetrating well and nonpenetrating well model.
桩基是土木工程各种施工中常见的地基处理方法，但桩基施工最怕出现不良地质，尤其是涌砂。
The pile foundation is a method of disposing the foundation, it is unfavorable to encounter sand flow in the pile foundation.
通道的规模取决于涌砂口的流量大小和水位高低，尤其在较低水位时通道规模将最大。
The size of the channel depends on the flow and water level at the sand gushing opening, and in particular, maximum channel size is possible at low water level.
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