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ASSESSMENT OF LIQUEFACTION POTENTIAL OF POND ASH AT PANIPAT IN INDIA USING SHAKE2000

机译:基于Shake2000的印度PANIPAT池灰液化势评估。

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In this paper liquefaction potential of pond ash deposits consists of pond ash and foundation soils have been studied. Two pond ashes namely Unit-I and Unit-II, located at Panipat in India which comes under seismic Zone IV are considered as the part of the study. One borehole was drilled at upstream site of each pond ash and standard penetration tests were carried out at every 1.5m interval up to 40m and 30m depth for Unit-I and Unit-II pond ash respectively. Undisturbed samples were collected by sampling from each bore hole and geotechnical classification tests were performed in the laboratory. The liquefaction analysis of pond ash was carried out by using Seed and Idriss method and 1-D ground response analysis. The ash deposits are found to be loose to medium dense. The pond ash is classified as SMN (Non-plastic sand-silt size fraction). It is concluded that pond ash sites are susceptible to liquefaction for an earthquake of magnitude (M_w) greater than 6.4.
机译:本文研究了由池塘灰和基础土壤组成的池塘灰沉积物的液化潜力。该研究的一部分考虑了位于印度帕尼帕特(Panipat)的两个池塘灰,分别位于印度的帕尼帕特(Panipat),属于IV区。在每个池灰的上游位置钻了一个井孔,并针对每隔1.5m的间隔进行了标准的渗透测试,分别针对I型和II型单元的灰分分别达到40m和30m的深度。通过从每个钻孔中取样收集未受干扰的样品,并在实验室中进行岩土分类测试。利用Seed and Idriss法和一维地面响应分析法对池灰进行液化分析。发现灰烬沉积物是疏松到中等密度的。池灰归类为SMN(非塑料砂土粒度分数)。得出的结论是,在大于6.4级的地震中,池塘的灰场易发生液化。

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