Ab'/> Crosshole seismic CT data field experiments and interpretation for karst caves in deep foundations
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Crosshole seismic CT data field experiments and interpretation for karst caves in deep foundations

机译:深层基础喀斯特洞穴的交叉孔地震CT数据现场实验和解释

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AbstractFoundations at karstic terrains often cause instability problems for the supporting piles of upper buildings, resulting in uneven settlement and/or rock failure. Borehole investigation of the study site showed that the limestone cavities existed from 77.0m to 100.1m below the surface with the mean dimension of 1.52m and maximum of 8.0m. However, it is difficult to characterize these deeply buried karst caves accurately and completely. In this study, we used crosshole seismic CT techniques to image the P-wave velocities of the limestone stratum. Field experiments were designed to acquire seismic data from 44 boreholes and 113 survey lines at depths of >75m. The inverted P-wave velocities were iterated by combining the shortest path raytracing method and the damped least-square QR decomposition (LSQR) method on the basis of the initial model. Issues including the inverted velocities, uncertainty, stability and resolution of the results, and ray coverage were evaluated from the synthetic model. As bases for the interpretation of cavities, fractures and fillings, the quantitative relationship between P-wave velocities and geological anomalies was consequently obtained through correlating the results of field tomography and ultrasonic tests to the borehole data and limestone samples from karst foundations, respectively. Representative P-wave velocity maps were shown and the interpreted cavities were projected onto horizontal planes. Two sampling boreholes and in-situ water injection/pumping tests verified the interpretations. Regarding the number and scale of cavities, each area was divided into three engineering geological zones providing references for the grouting proposals of different zones.Highlights?Field test is performed to acquire seismic data with a depth>75m.?Inversion methods are suggested to reconstruct caves through P-wave velocities.?A synthetic model and a real case are analyzed and the results are discussed.?A quantitative basis for the interpretation of karst caves is provided.]]>
机译:<![cdata [ 抽象 Karstic地块的基础通常会导致上层建筑物的支撑成堆的不稳定问题,导致结算和/或岩石失败。研究现场的钻孔调查表明,石灰石腔在表面下方的77.0米至100.1米处存在,平均尺寸为1.52米,最大为8.0米。然而,难以准确地和完全地表征这些深深埋藏的岩溶洞穴。在这项研究中,我们使用了横孔地震CT技术来对石灰石层的p波速度进行成像。现场实验旨在从44个钻孔和113个测量线的深度处获得> 75米的震动。通过基于初始模型组合最短的路径射线路径方法和阻尼最小二乘QR分解(LSQR)方法,通过组合倒置的P波速度来迭代。从合成模型评估了包括倒置速度,不确定性,稳定性和分辨率的问题,以及射线覆盖。作为腔的解释的基础,裂缝和填充物,因此通过将场断层扫描和超声波试验的结果分别与来自喀斯特基础的钻孔数据和石灰石样品的结果相关来获得P波速度和地质异常之间的定​​量关系。示出了代表性的P波速度图,并将解释的腔突出到水平面上。两个采样钻孔和原位注水/泵送测试验证了解释。关于空腔的数量和规模,每个区域分为三个工程地质区域,为不同区域的灌浆提案提供参考。 < CE:抽象XMLNS:CE =“http://www.elsevier.com/xml/common/dtd”xmlns =“http://www.elsevier.com/xml/ja/dtd”id =“ab0010”class = “作者 - 突出显示”XML:lang =“en”查看=“全部”> 亮点 执行字段测试以获取深度> 75米的地震数据。 合成模型分析了DA实际情况并讨论了结果。 < CE:PARA ID =“P0095”查看=“全部”>提供了喀斯特洞穴解释的定量基础。 ]]>

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