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Identifying the boundaries of sinkholes and subsidence areas via trenching and establishing setback distances

机译:通过挖沟和建立挫折距离来识别下沉孔和沉降区域的边界

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AbstractOne of the most effective mitigation strategies in sinkhole areas is the exclusion of sinkholes and their vicinity to construction. The application of this preventive measure requires precise mapping of the boundaries of the areas affected by subsidence and the establishment of adequate setback distances, which is an important policy issue with significant economic implications. Through the investigation of several buried sinkholes in the mantled evaporite karst of the Ebro Valley by trenching, this work illustrates that the actual extent of the subsidence areas may be much larger than that inferred from surface mapping and geophysical surveys. The objective and accurate subsurface information acquired from trenches on the outer edge of the deformed ground revealed sinkhole radii 2–3 times larger than initially estimated, increasing one order of magnitude the sinkhole area. Trenches can therefore help to reduce mapping uncertainties and the size of setbacks. Moreover, the trenching technique, in combination with geochronological data and retrodeformation analyses, provides critical information on the subsidence phenomena and the characteristics of the sinkholes relevant to hazard assessment. Since recommended setback distances found in the existing literature are highly variable and rather arbitrary, we include a discussion here on the main factors that should be considered when defining setback zones for sinkholes.Highlights?Actual sinkhole extent may be much larger than that inferred by surface mapping and geophysical surveys.?Trenching allows locating precisely the edges of the subsidence areas.?Setback distances should be established considering the specific characteristics of each sinkhole.?The set-back distance typically recommend by land-use planners (ca. 15m) may be insufficient.?Data from trenches provide the basis for reliable hazard assessment and effective risk mitigation.]]>
机译:<![cdata [ 抽象 污水区中最有效的缓解策略之一是排除污水孔及其附近建设。这种预防措施的应用需要精确地绘制受沉降影响的区域的边界和建立充足的挫折距离,这是具有重大经济影响的重要政策问题。通过挖沟,通过挖掘埃布罗谷的Mantled蒸发岩石中的几个埋地散游孔的调查,这项工作说明了沉降区域的实际范围可能比从表面映射和地球物理调查推断出的实际范围。从变形地外边缘的沟槽上获取的目标和准确的地下信息显示出比最初估计的2-3倍的下沉孔半径,增加了污水区域的一个大小。因此,沟渠可以有助于减少映射不确定性和挫折的大小。此外,挖沟技术与地理学数据和重新发送分析结合,提供了关于沉降现象的关键信息和与危险评估相关的污水孔的特征。由于现有文献中发现的推荐挫折距离是高度变化和相当任意的,因此我们在这里包括在定义下沉区域时应考虑的主要因素讨论。 亮点 实际污水孔范围可能远远大得多由表面映射和地球物理调查推断。 挖沟允许精确定位沉降区域的边缘。 考虑每个污水孔的具体特征,建立挫折距离。 载重距离通常由土地使用规划师推荐(CA. 15M可能不足。 来自Trenches的数据提供了可靠的危险评估和有效风险缓解的基础。 ]]>

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