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Assessment of Liquefaction Potential of Pond Ash at Panipat in India Using SHAKE2000

机译:使用SHAKE2000评估潘帕特帕尼普特池灰液化潜力

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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:在本文中,池灰沉积物的液化潜力由池灰和基础土壤组成。两个池塘灰烬即Inon-I和Unit-II,位于地震区IV的印度的Panipat,被认为是研究的一部分。在每个池灰的上游部位钻一个钻孔,并且标准渗透试验分别以每1.5米的间隔进行高达40m和30m的深度,分别为40m和30m,分别进行40m和30m。通过从每个钻孔采样收集未受干扰的样品,在实验室中进行岩土分类试验。通过使用种子和idriss方法和1-D接地响应分析进行池灰的液化分析。发现灰沉积物松散到中致密。池塘被归类为SMN(非塑料砂淤泥尺寸分数)。得出结论,池灰位点易于液化的液化大于6.4的幅度(m_w)。

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