佛罗里达岩溶石灰岩中标准穿透测试地震波场的三维全波形层析成像技术

Khiem T. Tran, Majid Mirzanejad, D. Horhota, Scott J. Wasman
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引用次数: 0

摘要

佛罗里达州大部分地区的浅层地下由风化岩溶石灰岩组成,这种空间多变的多孔地层对深层地基的设计和承载能力有重大影响。为了将上部结构的荷载可靠地传递到承载土壤/岩石中,检测空隙和薄弱区域至关重要。本研究调查了最近开发的一种标准贯入试验(SPT)--地震测试方法的能力,该方法可通过单次标准贯入试验表征大量的土壤/岩石特性。该方法利用三维全波形反演(3D FWI)来反演 SPT 在深度(深度源)打击时诱发的波场,以确定 SPT 井眼周围地下的特征。在佛罗里达州一个地表岩溶石灰岩浅层的地点进行了现场实验,包括两个 36 × 18 米的区域,每个区域中心都有一个 SPT。地表上的 72 个垂直地震检波器记录了 SPT 在深层打击时诱发的地震波场,并通过三维 FWI 进行了分析。结果显示,在 24 × 36 × 18 米(深 × 长 × 宽)的大型三维区域内,以亚米像素描述了地下土壤/岩石特性。在现场成功检测到 5 至 17 米不同深度的多个空隙,并通过 SPT 数据得到证实。结果表明,SPT-地震法是现场勘测的有效工具,因为只需一次 SPT 就能设计出桥墩或桩群。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
3D Full-Waveform Tomography of Standard Penetration Test-Seismic Wavefields in Karst Florida Limestone
The shallow subsurface across large parts of Florida consists of weathered karst limestone, a spatially variable porous stratigraphy with significant influence in the design and load capacity of deep foundations. For reliable load transfer of the super structure into the bearing soil/rock, detection of voids and weak zones is crucial. This study investigated the capabilities of a recently developed standard penetration test (SPT)-seismic testing method for characterizing a large volume of soil/rock properties with a single SPT. The method utilizes a three-dimensional full-waveform inversion (3D FWI) of wavefields induced by SPT blows at depths (in-depth source) to characterize the subsurface around the SPT borehole. A site in Florida that presents shallow, surface karst limestone, was the location of a field experiment that consisted of two 36- × 18-m areas, each with an SPT at the area center. Seismic wavefields induced by SPT blows at depth were recorded by 72 vertical geophones on the ground surface and analyzed by the 3D FWI. The results revealed that subsurface soil/rock properties were characterized in submeter pixels over a large 3D domain of 24 × 36 × 18 m (depth × length × width). Multiple voids at various depths from 5 to 17 m were successfully detected at the site and confirmed by SPT data. The results suggested that the SPT-seismic method is an efficient tool for site investigation, as a bridge pier or pile group could be designed with only one SPT.
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