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Liquefaction potential mapping in Dholera region of western India

机译:印度西部Dhelera地区的液化潜力测绘

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摘要

Liquefaction is one of the most destructive secondary effects caused by large earthquakes, which is most common in saturated soil deposits. In the present study, liquefaction potentials of soils in the southern part of Ahmedabad district of Gujarat state in western India are determined and a liquefaction potential map is prepared. For preparing this map, we studied lithology of the area, geotechnical soil properties, standard penetration resistance (N (1))(60), ground water level and peak ground acceleration. The liquefaction potential was determined using Japan Road Association method based on standard penetration test (SPT). We analyzed data from 63 boreholes for estimating liquefaction potential. N-value correction for SPT was carried out and normalized to achieve a standardized value of (N (1))(60). Peak ground acceleration (PGA) levels of 0.19 and 0.30 g are considered for the analysis. The results of the analyses indicate that the presence of predominantly clayey soil with high plasticity does not give high liquefaction. The liquefaction potential index maps are produced which can be used effectively for development plans and risk management practices in this area.
机译:液化是大地震引起的最具破坏性的二次效应之一,这在饱和土壤沉积物中最常见。在目前的研究中,确定了印度西部古吉拉特邦古杰拉特邦奥赫梅拉巴地区南部土壤的液化潜力,并制备了液化潜在地图。为了准备这一地图,我们研究了该地区的岩性,岩土性土壤性质,标准渗透性(N(1))(60),地面水位和峰接地加速度。使用基于标准渗透试验(SPT)的日本道路协会方法确定液化电位。我们分析了来自63个钻孔的数据,以估计液化潜力。对SPT进行N值校正并归一化以实现(N(1))(60)的标准化值。峰接地加速度(PGA)水平为0.19和0.30g,用于分析。分析结果表明,具有高塑性的主要粘土土壤的存在不会给出高液化。产生液化潜在索引图,其可以有效地用于该地区的开发计划和风险管理实践。

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