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Karst collapse related to over-pumping and a criterion for its stability

机译:与过度抽水有关的岩溶塌陷及其稳定性判据

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摘要

Karst collapse, caused by natural or artificial abstraction of groundwater, has been an environmental geological problem. The origin of karst collapse has been described by the potential erosion theory and the vacuum absorption erosion theory. However, a mathematical prediction criterion for karst collapse cannot be established by these two theories. This paper, from a new perspective, attempts to explain the microcosmic mechanism of karst collapse on the basis of these two theories. At a certain point in the unconsolidated soil covered on karst caves, when shearing stress surpasses shear strength of the soil, it fails under the mechanic effects of water and gas as well as gravity pressure. With an increase in damage points, a break plane appears and the soil overlying the karst caves is completely damaged and, thus, the ground surface collapses. On the basis of Mohr-Coulomb damage theory and previous studies, a prediction criterion of karst collapse is presented. An example displays the calculating process of the model and proves its reliability by analyzing nine typical collapses caused by a pumping test in Guizhou Province, China.
机译:由自然或人为提取的地下水引起的喀斯特塌陷一直是一个环境地质问题。岩溶塌陷的成因已经用电位侵蚀理论和真空吸收侵蚀理论进行了描述。但是,这两种理论无法建立岩溶塌陷的数学预测标准。本文试图从这两个理论的角度来解释岩溶塌陷的微观机制。在岩溶洞穴覆盖的疏松土壤中的某个点,当剪应力超过土壤的抗剪强度时,在水和天然气以及重力作用下,它就会失效。随着破坏点的增加,出现了一个断面,并且喀斯特溶洞上方的土壤被完全破坏,因此地表塌陷。在Mohr-Coulomb损伤理论和以往研究的基础上,提出了岩溶塌陷的预测标准。实例显示了该模型的计算过程,并通过分析中国贵州省的一次抽水试验引起的九种典型坍塌来证明其可靠性。

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