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Water exclusion from tunnel cavities spanning a water table

机译:跨越地下水位的隧道洞中的水排除

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摘要

The vertical downward flow of water in unsaturated soils is perturbed by the presence of cavities. Analysis of the flow problem has shown that there is for a given situation a critical shape of a cavity for it to exclude water entry when the soil-water pressure at the cavity wall is everywhere the air-entry value for the soil and the cavity wall is a streamline. In this note cavities spanning a water table are considered when the water table is caused by artesian pressure in a water-bearing substratum. Building on previous analysis, critical shapes for such cavities are obtained for particular circumstances, thus showing that situations can exist for cavities not to fill with water although protruding below the water table. It is noted that the analysis used to obtain a solution to this problem is the same as that for the groundwater seepage problem of water movement to a water-bearing substratum under pressure from infinite ponded-water regions separated by a long island strip. (c) 2004 Elsevier B.V. All rights reserved.
机译:空腔的存在会扰乱非饱和土壤中水的垂直向下流动。对流动问题的分析表明,在给定的情况下,当空腔壁处的土壤水压力无处不在时,存在某种临界形状的空腔以阻止水进入,而土壤和空腔壁的入气值是一条流线型。在本说明中,当地下水位是由含水基质中的自流压力引起的时,会考虑到跨越地下水位的空腔。在以前的分析的基础上,针对特定情况获得了此类空腔的临界形状,因此显示出可能存在这样的情况:尽管空腔突出于水位以下,但仍无法注满水。应当指出,用于获得该问题的解决方案的分析与针对在压力作用下从由长岛带分隔开的无限积水区域向载水基质移动的地下水渗流问题的分析相同。 (c)2004 Elsevier B.V.保留所有权利。

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