在阿萨姆邦锡尔恰尔旁道附近评估用于地面改善评估的电阻率层析成像和多通道表面波分析的组合分析

Pub Date : 2023-03-16 DOI:10.1080/08123985.2023.2168533
A. Saha, A. Dey
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引用次数: 0

摘要

软粘土通常通过固结过程得到改善。不同的改进技术,其中包括使用石柱,砂排水带或不带预压和预制垂直排水管。改良后的软土具有较高的强度和较好的抗沉降能力。通过不同的原位试验,包括标准贯入试验(SPT)、锥贯入试验(CPT)和压力计试验,测量了软土的改善程度。这些测试大多是侵入性的,需要钻孔来收集土壤样本。地球物理测试可以在短时间内扫描整个地区,并可以根据调查人员的专业知识准确地解释改善的程度。有时,两种或两种以上地球物理试验的结合适合于准确预测土壤性质的任何变化。本研究试图通过实施两种类型的地球物理测试来测量地面处理的效果,即电阻率层析成像(ERT)和多通道表面波分析(MASW),在阿萨姆邦西尔查尔的一条旁路附近。试验是在新建的道路路基上进行的,该路基经历了过度沉降,随后用预压石柱进行了处理。地球物理试验表明,原软土的土性和承载力均有改善。在改进工作之前,还进行了井眼测井测量,以验证地球物理测试的结果。利用地球物理性质与土壤性质之间存在的相关性来获得改良效果。通过地球物理试验可以很容易地准确计算土壤性质改善的效果。结合使用两种或两种以上的地球物理方法可以更好地了解后处理结果。
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Assessing combined analysis of electrical resistivity tomography and multichannel analysis of surface waves for ground improvement assessment near by-pass road, Silchar, Assam
Soft clayey soils are generally improved by the consolidation process. The different improvement techniques which are in vogue include the use of stone columns, sand drains with and without preload and prefabricated vertical drains. Upon improvement, the soft soil attains a higher strength and better resistance to excessive settlement. The extent of this improvement of the soft soil is measured through different in-situ tests including Standard Penetration Test (SPT), Cone Penetration Test (CPT) and Pressuremeter Test. Most of these tests are invasive and require boreholes for the collection of soil samples. Geophysical tests can scan the entire area within a short time and can accurately interpret the extent of the improvement depending on the expertise of the investigators. Sometimes a combination of two or more geophysical tests is suitable for an accurate prediction of any change in soil properties. The present study is an attempt to measure the effect of ground treatment by implementing two types of geophysical tests, namely, Electrical Resistivity Tomography (ERT) and Multichannel Analysis of Surface Wave (MASW) near a by-pass road in Silchar, Assam. The tests were conducted on a newly constructed road embankment that had undergone excessive settlement and was subsequently treated with stone columns with a preload. Both the geophysical tests showed improvement in soil properties as well as in the bearing capacity of the original soft soil. A bore log survey was also carried out before the improvement work to validate the results of the geophysical tests. Existing correlations among geophysical properties and soil properties were used to obtain the effect of improvement. It has been observed that geophysical tests can easily be carried out to accurately calculate the effect of improvement of soil properties. A combination of two or more geophysical methods yields a better understanding of the post-treatment results.
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