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Study of cracks and fissures phenomenon in Central Saudi Arabia by applying geotechnical and geophysical techniques

机译:应用岩土工程和地球物理技术研究沙特阿拉伯中部的裂缝和裂痕现象

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摘要

This paper presents an approach to investigate the phenomenon of faults and cracks that appeared in the earth's crust surface in Al-Qassim region, Saudi Arabia. Geophysical and geotechnical methods were used together in order to evaluate these cracks and identify the reasons that led to the emergence of such phenomenon. This type of faults and cracks can normally occur due to a geological or physical event or due to the nature and properties of the subsurface material. It was intended to use two different techniques at a time, compare, and integrate the outcome of the results. The geotechnical works included advancing rotary boreholes to depths of 25 to 31 m with sampling and testing. The geophysical method used included performing 2D electrical resistivity lines. The results of geophysical and geotechnical tests showed good agreement. The use of 2D electrical resistivity was found useful to establish the layer thicknesses of shale and highly plastic clay. This cannot be determined without deep and expensive direct boring investigation or other sophisticated methods. The results showed that the ground cracks and faults were mainly caused due to the nature of the soil in the area, which is considered as a high-risk soil type and classified within expansive soil groups. The subsurface formation contained excessive fines with high percentage of highly plastic clay materials. The volume changes due to humidity variations can result in either swelling or shrinking. These changes can have significant impact on engineering structures such as light buildings and roads. The possible mechanism of cracks formation is explained.
机译:本文提出了一种方法来研究在沙特阿拉伯基地地区的地壳表面出现的断层和裂缝现象。一起使用了地球物理和岩土工程方法来评估这些裂缝并确定导致这种现象出现的原因。这种类型的断层和裂缝通常是由于地质或物理事件或由于地下材料的性质和特性而发生的。旨在一次使用两种不同的技术,比较并整合结果。岩土工程包括将旋转钻孔推进到25至31 m的深度,并进行采样和测试。所使用的地球物理方法包括执行2D电阻率线。物探和岩土测试结果显示出良好的一致性。发现使用二维电阻率可用于确定页岩和高塑性粘土的层厚度。没有深入而昂贵的直接钻孔研究或其他复杂的方法,就无法确定这一点。结果表明,地面裂缝和断裂主要是由于该地区土壤的性质所致,该地区被认为是高风险土壤类型,属于膨胀土壤组。地下地层含有大量高塑料粘土材料的细屑。由于湿度变化而引起的体积变化可能导致膨胀或收缩。这些变化可能会对轻型建筑物和道路等工程结构产生重大影响。解释了裂纹形成的可能机理。

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