首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Coupling of SPT and 3D full waveform inversion for deep site characterization
【24h】

Coupling of SPT and 3D full waveform inversion for deep site characterization

机译:SPT和3D全波形反演的耦合,深度站点表征

获取原文
获取原文并翻译 | 示例
           

摘要

Detailed information of soil/rock variability and properties for the entire volume of supporting materials is crucial for the successful design and construction of deep foundations. Traditional invasive testing methods such as the standard penetration test (SPT) and the cone penetrometer test (CPT) only sample a small volume of soil/rock properties near the device's tip. Surface-based seismic methods can provide overall subsurface conditions but are limited to shallow depths due to the dominancy of surface waves. To address this issue, we present a novel SPT-seismic testing method for deep site characterization. Seismic wavefields generated by SPT blows at various depths are recorded by a 2D grid of geophones on the ground surface, and analyzed by a 3D full-waveform inversion (3D FWI) to extract subsurface material properties. Unlike surface-based wavefields dominated by surface waves propagating near the ground surface, the SPT-seismic wavefields are rich in body waves propagating from great depths that allow extracting detailed material properties at depths. The method is tested on in-depth source synthetic data and SPT-source field data. The results of the synthetic experiment indicate that the method successfully images soil layering with a buried anomaly. Field experiment results provide new insights into its utility as a viable geophysical tool for deep site characterization. 3D subsurface S-wave and P-wave velocities within 9 m around the SPT boring are well characterized, including two deep voids at 14-18 m depth. Comparison with the surface-based 3D FWI method proves the superiority of the presented method in imaging deep structures. S-wave velocity values of the final inverted result are also compared with SPT N-values and a good overall agreement over the whole depth is observed.
机译:土壤/岩石变异性和全体积支撑材料的性能的详细信息对于成功的设计和建设的深层基础是至关重要的。传统的侵入性测试方法,如标准渗透试验(SPT)和锥形渗透性计试验(CPT)仅在设备尖端附近样品少量的土壤/岩石性能。基于表面的地震方法可以提供整体地下条件,但由于表面波的主导地位而受到浅深度。为了解决这个问题,我们提出了一种新的SPT地震检测方法,用于深处表征。由SPT在各种深度产生的地震波浪由地面上的2D电网记录,并通过3D全波形反转(3D FWI)分析以提取地下材料特性。与由地面靠近地传播的表面波以靠近地面传播的基于表面波的波场不同,SPT - 地震波浪富有富有的体波,其从允许在深度提取详细的材料特性的大深度传播。该方法在深度源合成数据和SPT源场数据上进行测试。合成实验的结果表明该方法成功地用埋地异常图像分层。现场实验结果为其实用性提供了新的洞察,作为深度场地表征的可行地球物理工具。在SPT镗孔周围9米内的3D次表面S波和P波速度具有很好的表征,包括在14-18米深度的两个深空隙。与基于表面的3D FWI方法的比较证明了所提出的方法在成像深层结构中的优越性。还与SPT n值进行了比较了最终反转结果的S波速度值,并且观察到整个深度的良好总体协议。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号