避免了现有过滤器容易堵塞和涌砂的问题。
Unlike the available ones, the said filter has less trouble of blocking and sand surge.
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.
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.
另外,当遇到承压含水层时,由于上部土体的卸荷,坑底有被顶破而发生涌砂、隆起的危险。
In addition, foundation base may be in dangerous conditions such as sand pipings and upheaval deformations because of unloading soil above artesian aquifer.
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.
本文根据基坑防渗帷幕周围的地下水渗流特征,分析了渗流力对基坑流砂的影响,提出了按涌砂安全系数进行防渗帷幕埋入深度计算的方法。
The influences of seepage force on foundation pit quicksand are analyzed herein based on the features of groundwater seepage around the water tight screen in the pit.
当三层堤基浅砂层较薄时,将发生深层管涌破坏,管涌破坏区涉及浅砂层及下部砂砾石层,其宽度和深度较双层堤基大,出口涌砂量也较多。
But for triple stratum foundation, if the top sand layer is relatively thin, piping is vertical. The damage zones are large in width and depth that expand to the sand layer and gravel layer.
介绍南沙龙穴造船基地深水河涌水下大砂袋封截的施工经验。
The experience of underwater blocking construction of deep river swell with big sand bags at Longxue Ship-Building Base in Nansha is presented.
在岩溶地区隧道施工过程中,涌水、涌泥(砂)已经成为隧道施工的第一大害。
During the construction of tunnels in karst mountain, water inrush and gushing mud (sand) disaster has ranked the first in all the disasters.
同时,在坝基厚度改变情况下,分别探索了渗流量、砂环直径、测压管水头、管涌破坏时间等的变化规律。
Meanwhile, in the case of the change of foundation thickness, the law of seepage amount, sand ring diameter, piezometric head, piping breach time etc were respectively explored.
同时,在坝基厚度改变情况下,分别探索了渗流量、砂环直径、测压管水头、管涌破坏时间等的变化规律。
Meanwhile, in the case of the change of foundation thickness, the law of seepage amount, sand ring diameter, piezometric head, piping breach time etc were respectively explored.
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