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Foundation Evaluation of a Repeater Installation Building using Electrical Resistivity Tomography and Seismic Refraction Tomography

机译:使用电阻率断层扫描和地震折射断层扫描对中继器安装建筑物进行基础评估

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摘要

Geophysical investigations were carried out for evaluation of damage and to assess the possible causes for repeated occurrence of damage at one of the buildings constructed for oil pumping in the northern part of India. Electrical Resistivity Tomography (ERT) and Seismic Refraction Tomography (SRT) techniques were adopted for studying the subsurface of the area around the building with an objective of ascertaining the cause of damage. High resolution imaging was done using both the techniques in this investigation. ERT delineated the presence of low resistivity (2 ohm-m) water filled voids below the structures and mapped different subsurface layers such as sandy soil, clay and sandstone in the study area. SRT revealed Pwave velocity (V_P) of the subsurface medium in the range of 400-3,400 m/s. Corresponding densities and S-wave velocities (V_S) were determined based on Gardner's and Castagna's relationships. Subsequently, the V_P, V_S and the modulus values were used in estimating compressibility of soil and rock strata. Results showed near surface layers were characterized by high compressibility (26.673 3 10~(-5) Pa~(-1)), decreases with depth. This paper presents the details of the site, techniques used in the investigation and correlation of geophysical results with lithological information, and the subsequent analysis for understanding the distress in the subsurface of the study area.
机译:为评估印度北部为抽油而建造的一栋建筑物的损坏情况,并评估了一再发生损坏的可能原因,进行了地球物理调查。采用电阻率断层扫描(ERT)和地震折射断层扫描(SRT)技术研究建筑物周围区域的地下,以确定损坏原因。在本次调查中使用这两种技术进行高分辨率成像。ERT描绘了结构下方存在低电阻率(2欧姆-米)充满水的空隙,并绘制了研究区域内不同的地下层,如沙质土壤、粘土和砂岩。SRT显示地下介质的P波速度(V_P)在400-3,400 m/s范围内。根据Gardner和Castagna的关系确定了相应的密度和S波速度(V_S)。随后,利用V_P、V_S和模量值估算了土层和岩层的压缩性。结果表明:近表层具有较高的压缩性(26.673 3 10~(-5) Pa~(-1)),并随深度的增加而减小;本文介绍了该地点的细节、用于调查和将地球物理结果与岩性信息联系起来的技术,以及随后的分析,以了解研究区域地下的困境。

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