石灰石矿山沉陷发生诊断的现场调查与地面稳定性分析实例研究

Seung-Joong Lee, Byung-ryeol Kim, Sung O. Choi, Seokhoon Oh
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引用次数: 0

摘要

矿区地面塌陷会造成巨大的生命财产损失,需要对塌陷区进行一系列的现场调查和地面稳定性分析。本研究描述了在韩国忠清北道清原郡的石灰石矿山进行实地调查和地面稳定性分析的结果。通过岩石力学测量和电阻率测量,获得了岩体的原位特征和地下软弱带的分布规律,并将其结果外推到数值分析中。通过现场调查和稳定性分析,认为该灰岩矿的沉陷主要是由地下灰岩空腔引起的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Case Study of Site Investigation and Ground Stability Analysis for Diagnosis of Subsidence Occurrence in Limestone Mine
Ground subsidence occurring in mine area can cause an enormous damage of loss of lives and properties, and a systematic survey should be conducted a series of field investigation and ground stability analysis in subsidence area. This study describes the results from field investigation and ground stability analysis in a limestone mine located in Cheongwon-gun, Chungcheongbuk-do, Korea. Rock mechanical measurements and electrical resistivity surveys are applied to obtain the characteristics of in-situ rock masses and the distribution patterns of subsurface weak zone, and their results are extrapolated in numerical analysis. From the field investigation and stability analysis, it is concluded that the subsidence occurrence in this limestone mine is caused mainly by subsurface limestone cavities.
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