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A new approach for forecasting the appearance of sinkholes near the Jinshazhou tunnel

机译:一种预测金沙洲隧道附近塌陷外观的新方法

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The paper deals with a frequent and known problem of suffusion type of sinkhole formation in soil, due to water level oscillations above karstified bedrock. The authors measured groundwater pressure oscillations caused by pumping groundwater from the excavated tunnel to determine the reliable indicators for prediction of sudden soil collapse based on risk assessment. The statistical analysis was performed to determine suspicious values, which reliably predict the soil collapse. The results of analysis of monitored values indicate very good time correlation coefficients with the failures. The work comprises the following main parts: (1) survey of the geologic environment; (2) monitoring of hydrodynamic conditions; and (3) acquisition of a forecasting criterion based on the statistical analysis of anomalous monitoring data. From this research, it might be concluded that the appearance time of sinkholes and the abnormal values were strongly linearly dependent with a correlation coefficient of over 99 %. This conclusion will be a contribution to estimate the risk of karst collapse in a similar environment.
机译:本文讨论了由于岩溶化基岩上方的水位振荡而在土壤中形成集水式集水坑类型的常见问题。作者测量了因从开挖的隧道中抽出地下水而引起的地下水压力波动,从而确定了基于风险评估来预测突然土崩的可靠指标。进行统计分析以确定可疑值,该值可靠地预测了土壤崩塌。监视值的分析结果表明与故障的时间相关系数非常好。这项工作包括以下主要部分:(1)地质环境调查; (2)水动力条件监测; (3)基于对异常监测数据的统计分析,获取预测标准。从这项研究中可以得出结论,下沉孔的出现时间和异常值强烈地线性相关,相关系数超过99%。该结论将有助于估算在类似环境中岩溶塌陷的风险。

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