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Location of sinkhole confining breach using groundwater flow patterns derived from cone penetration testing.

机译:利用锥形渗透测试得出的地下水流型确定下沉孔限制泄漏的位置。

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摘要

The objective of this study is to identify the possible location of the confining breach at a sinkhole in Seminole County. The methods used in the assessment of the sinkhole's subsurface conditions were Standard Penetration Test (SPT), which provided information that helped to identify the location of the ravelled zones within the soil profile, and Cone Penetration Test that gave information of the piezometric water levels obtained from the pore pressure dissipation curves. The total head was calculated from the piezometric water levels corresponding to the different elevations. The data were found to exhibit a downward behavior of the total head, starting at around elevation 50 feet, NGVD that extended towards lower elevations. The SPT boring log identified a ravelled zone starting at 31 feet approximately. From both information it was possible to establish that the hydraulic head was influenced by the proximity of the ravelled zones, where the head precipitated rapidly as the elevation decreased. From the result of this study, it was concluded that the location of the breach in the confining layer started at 61.8 feet deep below the ground surface. (Abstract shortened by UMI.)
机译:这项研究的目的是在塞米诺尔县的一个下沉坑中确定限制泄漏的可能位置。评估沉降坑地下条件的方法是:标准渗透试验(SPT)和圆锥体渗透试验,其中SPT提供了有助于确定土壤剖面内斜纹带位置的信息,圆锥渗透试验则提供了获得的测压水位的信息。从孔隙压力耗散曲线。根据与不同海拔高度对应的测压水位计算总水头。发现数据显示总头部向下的行为,始于海拔50英尺附近,NGVD向较低海拔延伸。 SPT钻孔测井确定了一个大约31英尺开始的裂隙带。从这两个信息可以确定,液压头受裂谷区域的影响,随着高度的降低,该区域迅速沉淀。根据这项研究的结果,可以得出结论:限制层中裂缝的位置始于地面以下61.8英尺深。 (摘要由UMI缩短。)

著录项

  • 作者

    Marinuzzi R., Natalie R.;

  • 作者单位

    University of Central Florida.;

  • 授予单位 University of Central Florida.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2004
  • 页码 275 p.
  • 总页数 275
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:44:29

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