综合地震折射和电学方法确定尼日利亚克罗斯河州奥杜克帕尼卡拉巴尔-伊科姆高速公路近地表空洞的地球物理特性

Bassey Ukorebi Asuquo, Anthony M. George, Emmanuel Akaerue, Obinna Chigoziem Akakuru
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引用次数: 1

摘要

综合地震折射层析成像(SRT)和电阻率层析成像(ERT)用于研究近地表空洞,以确定其地球物理特性。使用 24 道地震仪(ES-3000)在研究区域周围进行了五次地震折射剖面研究,并使用 IGIS 电阻率仪和 PLOTREFA 软件分别进行了四次 ERT 和 ERT 剖面研究。数据使用 RES2DINV 软件进行处理。根据处理后的 SRT 数据,为每条勘测线生成了移动时间曲线和速度模型,还沿同一勘测线生成了二维反演视电阻率模型,以便分别进行比较。剖面图 SRT 1(第二层的速度模型为 1,216 米/秒,位于地下约 11 米至 20 米深处,空腔直径估计为 11 米)和 ERT 1(视电阻率约为 826 Ωm,深度约为 12.5 米至 16 米)的结果表明,近地表空腔露头与东偏西方向的近山结构相连。剖面 SRT 2(第二层的模拟速度层约为 980 米/秒,深度约为 3.5 米-7.0 米)和 SRT 3(第二层的模拟速度层约为 1,000 米/秒,深度约为 4.0 米-7.0 米,深度约为 4.0 米-8.0 米)表明,近地表空腔露头在 EW 方向与附近的山状结构相连。0 m - 7.0 m 和 3.0 m - 9.0 m);ERT 2(表观电阻率约为 80 Ωm);以及 ERT 3(表观电阻率分别为 116 Ωm 和 182 Ωm,深度约为 3.5 m - 6.4 m 和 4.0 m - 15.8 m)。SRT 4 和 SRT 5 剖面(第二层的平均速度为 1 000 米/秒,深度约为 6.0 米至 13.2 米)显示,地表空洞露头延伸至公路网(卡拉巴尔至伊科姆公路的 Odukpani 中段)下方,宽度约为 12 米。0 米至 13.2 米)和 ERT 4(表观电阻率在 121 Ωm 至 172 Ωm 之间),深度约为 9.5 米至 20.0 米。上述结果将为交通和建筑工程师提供可靠的技术信息,帮助他们了解奥杜克帕尼地方政府区域的公路网和沉降区是否存在空洞。还建议使用其他地球物理技术,如地面穿透雷达 (GPR),与 SRT 和 ERT 结合使用,以获得研究区域更高分辨率的图像。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Integrating seismic refraction and electrical approaches in determining geophysical properties of near-surface cavities in Calabar-Ikom highway, Odukpani, Cross River State, Nigeria
Integrated seismic refraction tomography (SRT) and electrical resistivity tomography (ERT) were used to study near-surface cavities with the aim of determining their geophysical properties. Five seismic refraction profiles around the study area were carried out using a 24-channel seismograph (ES-3000) while four ERT and ERT profiles were also conducted with IGIS resistivity meter and PLOTREFA software respectively. The data was processed using the RES2DINV software. Travel-time curves and velocity models were generated from the processed SRT data for each survey line, and 2-D inverted apparent resistivity models along the same lines were also generated for the purpose of comparison respectively. The results as obtained from the profiles showed SRT 1 (with a modelled velocity of 1,216 m/s in layer two at a depth of approximately 11 m - 20 m beneath the subsurface and an estimated cavity diameter of 11 m) and ERT 1 (with an apparent resistivity of approximately 826 Ωm and a depth of approximately 12.5 m – 16 m) indicates that the near-surface cavity outcrop links with a close-by mountainous structure in the EW direction. Profiles SRT 2 (with an approximately modeled velocity layer of 980 m/s in layer two at an approximate depth of 3.5 m – 7.0 m) and SRT 3 (with a modeled velocity layer of approx. 1,000 m/s in layer two at an approximate depth of 4.0 m – 7.0 m and 3.0 m – 9.0 m); ERT 2 (with an apparent resistivity of approximately 80 Ωm); and ERT 3 (with apparent resistivities of 116 Ωm and 182 Ωm at depths of approximately 3.5 m to 6.4 m and 4.0 m to 15.8 m) indicates that the surface cavity outcrop extends underneath the road network (Odukpani Central Section of Calabar-Ikom Highway) with a width of approximately 12 m. Profiles SRT 4 and SRT 5 (with an average velocity layer of 1,000 m/s in layer two at an approximate depth of 6.0 m – 13.2 m), and ERT 4 (with apparent resistivity ranging between 121 Ωm and 172 Ωm) at a depth of approximately 9.5 m to 20.0 m reveal that the near-surface cavity extends up to about 11 m across the highway and about 120 m away from the edge of the road. The above result will serve as reliable technical information to Transport and Building Construction Engineers on the presence of cavities along road networks and settlement areas in Odukpani Local Government Area. The recommendation is also made for the use of other geophysical techniques like Ground Penetration Radar (GPR) in conjunction with SRT and ERT to get higher-resolution imagery of the study area.
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