Ab'/> Sinkhole investigation in an urban area by trenching in combination with GPR, ERT and high-precision leveling. Mantled evaporite karst of Zaragoza city, NE Spain
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Sinkhole investigation in an urban area by trenching in combination with GPR, ERT and high-precision leveling. Mantled evaporite karst of Zaragoza city, NE Spain

机译:结合GPR,ERT和高精度平整,通过挖沟来调查城市地区。 西班牙萨拉戈萨市的Mantled蒸发岩石喀斯特

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AbstractSinkhole risks are becoming particularly severe in urban areas that lack careful planning and where karst depressions are frequently filled and developed. These built-up areas are the most challenging for sinkhole investigation; they are the ones that require the highest priority and the application of novel approaches aimed at reducing the epistemic uncertainties associated with hazard assessments. This work illustrates the strengths of the rarely used trenching technique for the investigation of sinkholes in mantled karst areas. The approach has been tested on a buried sinkhole in the evaporite karst of Zaragoza city, analysing and comparing data gathered by trenching, Ground Penetrating Radar (GPR) using shielded and unshielded antennas with different frequencies, Electrical Resistivity Tomography (ERT) and high-precision leveling. The sinkhole is located beneath a street and has led to the demolition of buildings, creating a risk situation that requires careful assessment and management. Trenching provided the largest amount of objective data required for hazard assessment: (1) Precise location of the sinkhole edges. (2) Internal structure, cumulative displacement, subsidence mechanisms and their contribution. The trench exposed an asymmetric structure with a minimum vertical displacement of 6.2m, comprising a complex collapse with different generations of faults and two marginal zones affected by gentle inward tilting. Collapse faulting accommodates at least 70% of the subsidence. (3) Age of the sinkhole and average subsidence rate. The sinkhole was initiated sometime before or within 337–435calyr AD, indicating a long-term subsidence rate of ca. 3.7–4.2mm/yr. (4) Kinematic style, characterised by episodic collapse events, as supported by leveling data. The retrodeformation analysis, together with geochronological data, indicates four collapse events with a recurrence of around 400years and suggests enhanced activity since ca. 1950 AD. The performance of GPR was highly variable, depending mainly on the type of antenna and the timing of data acquisition. The best-quality data were obtained with shielded antennas and during relatively drier conditions. The rather poor performance of ERT, commonly an adequate method for resolving subsidence structures at depth, is attributed to the complex structure of the collapse sinkhole, with spatially-dense and abrupt resistivity changes in resistivity. This case study strongly substantiates the implementation of the relatively inexpensive and highly objective trenching technique in sinkhole investigations.Highlights?Trenching provides abundant objective data relevant to hazard assessment?The trenching technique should be considered in sinkhole investigations.?Complementarity between trenching and shallow geophysics (GPR and ERT)]]>
机译:<![cdata [ 抽象 城市地区在缺乏谨慎规划的城市地区以及喀斯特萧条经常填补和开发的地方陷入困境。这些建筑区域是污水孔调查中最具挑战性的;它们是需要最优先考虑的人和旨在减少与危害评估相关的认知不确定性的新方法的应用。这项工作说明了在岩石岩溶地区的下沉孔调查下沉技术的强度。该方法已经在萨拉戈萨市蒸发岩石中的埋藏污水站上进行了测试,分析和比较挖沟,地面穿透雷达(GPR)收集的数据,使用具有不同频率,电阻率断层扫描(ERT)和高精度的屏蔽和非屏蔽天线收集的数据平整。污水井位于街道下方,导致建筑物的拆除,创造了需要仔细评估和管理的风险状况。挖掘提供了危险评估所需的最大数量的物理数据:(1)污水孔边缘的精确位置。 (2)内部结构,累积流离失所,沉降机制及其贡献。沟槽暴露了具有6.2m的最小垂直位移的不对称结构,包括具有不同几代故障的复杂塌陷和由温和向内倾斜的两个边缘区域。崩溃故障可容纳至少70%的沉降。 (3)污水井的年龄和平均沉降率。在337-435Calyr广告之前或在337-435Calyr AD之前启动了污水孔,表明了CA的长期沉降率。 3.7-4.2mm / yr。 (4)运动风格,其特征在于浮雕崩溃事件,通过调平数据支持。重新发送分析与地理学数据一起表示四个崩溃事件,其复发大约400年,并提出了自加利福以来的增强活动。 1950年广告。 GPR的性能是高度变化的,主要取决于天线的类型和数据采集的时机。用屏蔽天线和相对干燥的条件获得最佳质量数据。 ERT的性能相当差,通常是用于在深度分辨沉降结构的适当方法,归因于塌陷污水孔的复杂结构,具有空间密集且电阻率的电阻率变化。本案例研究强烈证实了秸秆孔调查中相对便宜且高度客观挖沟技术的实施。 亮点 < CE:简单段ID =“SP0060”View =“全部”> 沟槽提供与危险评估相关的丰富的目标数据 应在陷阱调查中考虑挖沟技术。 挖沟之间的互补性浅层地球物理(GPR和ERT) ] ]

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