Liquefaction Potential for Kolkata City

IF 0.5 Q4 ENGINEERING, GEOLOGICAL International Journal of Geotechnical Earthquake Engineering Pub Date : 2013-07-01 DOI:10.4018/IJGEE.2013070102
R. Jakka, A. Shiuly, R. Das
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引用次数: 2

Abstract

This paper presents the liquefaction potential of densely populated Kolkata city, which is situated on the world's largest delta island with very soft and thick alluvial soil deposits. Due to presence of soft alluvium deposits at shallow depths, soil resistance against liquefaction is expected to be less. Additionally, large thickness of soil layers may amplify the ground shaking resulting in high seismic demand on the soil. Here in this study, variation of factor of safety against liquefaction is evaluated with depth at different locations in Kolkota city. The study founds striking results that the Kolkata city soils are less prone to liquefaction even though there is significant ground amplification due to presence of thick soil deposits.
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加尔各答市的液化潜力
本文介绍了人口稠密的加尔各答市的液化潜力,它位于世界上最大的三角洲岛屿上,具有非常软和厚的冲积土沉积物。由于浅层存在软冲积层,预计土壤抗液化能力较弱。此外,大的土层厚度可能会放大地面震动,从而对土壤产生高的抗震要求。本文研究了加尔各答市不同地点的抗液化安全系数随深度的变化。该研究发现了惊人的结果,即加尔各答市的土壤不太容易液化,尽管由于厚厚的土壤沉积物的存在而存在显著的地面放大。
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来源期刊
CiteScore
1.90
自引率
25.00%
发文量
11
期刊最新文献
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