首页> 外文期刊>Environmental & Engineering Geoscience >Mechanisms of Earth Fissuring Caused by Groundwater Withdrawal
【24h】

Mechanisms of Earth Fissuring Caused by Groundwater Withdrawal

机译:地下水抽取引起的地裂机理

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

Earth fissures associated with groundwater withdrawal are complex products of both human activities and natural forces, and they occur in definable geological environments. In this paper, the authors first characterize the driving forces for earth fissures caused by groundwater withdrawal. Then, the effects of various factors, such as stresses and pre-existing geological structures, are examined using conceptual models. Numerical results show that the fissuring process is controlled not only by the induced movement at depth and pre-existing structures but also by the in situ stress field. In addition, the degree to which aquifer movement and pre-existing structures actually trigger fissuring depends greatly on the in situ stress field. The authors conclude that earth fissuring related to groundwater withdrawal is a multi-step process that is influenced by a multiplicity of factors, one being the aquifer movement. With groundwater withdrawal, hydraulic and gravitational forces tend to drive aquifer material to deform both horizontally and vertically. Cumulative deformation or strain results in movement. In turn, this aquifer movement results in differential displacements at depth along planes of weakness, such as pre-existing faults and material interfaces. This differential movement (both horizontal and vertical) then generates tensile zones at depth. Once formed, such a tensile zone may migrate upward, form a crack (fail) where the vadose zone is brittle, and eventually express itself as an earth fissure at the land surface in arid or semi-arid regions. In humid regions, the same tensile zone (lateral stretching) at depth will simply express itself as a transient sub-vertical plane of enhanced porosity within and crossing the vadose zone.
机译:与地下水抽取相关的地裂缝是人类活动和自然力量的复杂产物,它们发生在可定义的地质环境中。在本文中,作者首先描述了由地下水抽取引起的地裂缝的驱动力。然后,使用概念模型检查各种因素(如应力和预先存在的地质结构)的影响。数值结果表明,裂变过程不仅受深部和既有结构的感应运动控制,还受原地应力场控制。此外,含水层运动和既有结构实际触发裂缝的程度在很大程度上取决于现场应力场。作者得出的结论是,与地下水抽取有关的裂隙是一个多步骤过程,受多种因素影响,其中一个就是含水层运动。随着地下水的抽取,水力和重力倾向于驱使含水层材料在水平和垂直方向上变形。累积变形或应变会导致运动。反过来,这种含水层的移动会导致沿弱化平面(例如预先存在的断层和物质界面)的深度在深度上产生不同的位移。然后这种差异运动(水平和垂直运动)都会在深度产生拉伸区域。一旦形成,这样的拉伸区域可能会向上迁移,在渗流区域较脆的地方形成裂缝(失效),并最终在干旱或半干旱地区的陆地表面表现为土裂缝。在潮湿区域,在深度上相同的拉伸区域(横向拉伸)会简单地将其表示为渗流区域内并与之交叉的孔隙度提高的瞬态亚垂直平面。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号