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Seismic Site Classification and Empirical Correlation Between Standard Penetration Test N Value and Shear Wave Velocity for Guwahati Based on Thorough Subsoil Investigation Data

机译:基于彻底的底体调查数据的古瓦哈蒂标准渗透试验N值与剪力波速度的地震位点分类及经验相关性

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Guwahati, the Gateway of India in the northeast, is a large business and development center. Past seismic scenarios suggest moderate to significant effects of regional earthquakes (EQs) in Guwahati in terms of liquefaction as well as building damages. Considering the role of local soil in amplifying EQ-generated ground motions and controlling surface damages, present study attempts seismic site classification of subsoil of Guwahati. Subsoil is explored based on 43 geophysical tests and 244 borelogs gathered from different resources. Based on the borehole data, 4 numbers of 2D cross-sections are developed from different parts of Guwahati, clearly indicating that a majority of the locations are composed of clay of intermediate to high plasticity while at specific locations only, layers of sand are found at selective depths. Further, seismic site classification based on 30 m average SPT-N suggests that a major part of Guwahati falls under seismic site class (SSC) D such as Balaji Temple and Airport. However, Assam Zoo, Pan Bazaar, IIT campus, Dhol Gobinda and Maligaon show SSC E clearly indicating the presence of soft soil deposits at these locations. Similar site classification is also attempted from MASW test-based 30 m average shear wave velocity (V (S30)). V (S30)-based site classification also categorizes most of Guwahati under SSC D. However, there are locations in the southern part of Guwahati which belong to SSC C as well. Mismatch in SSC based on two different test findings for Indian soil found here are consistent with previous studies. Further, three empirical correlations based on both SPT-N and V (S) profiles at 22 test locations are developed for: (1) clayey; (2) sandy and (3) all soil types. Proposed correlation for all soil types is validated graphically and is found closely matching with similar correlations for Turkey and Lucknow.
机译:古瓦哈蒂是印度东北部的门户,是一个大型商业和发展中心。过去的地震场景表明,古瓦哈蒂地区的区域地震(EQs)在液化和建筑物损坏方面具有中度至显著的影响。考虑到当地土壤在放大EQ产生的地面运动和控制表面损伤方面的作用,本研究尝试对Guwahati的底土进行地震场地分类。根据43项地球物理测试和244份从不同资源中收集的钻孔记录,对底土进行了勘探。根据钻孔数据,从Guwahati的不同部分绘制了4个2D横截面,这清楚地表明,大多数位置由中等至高塑性粘土组成,而仅在特定位置,砂层在特定深度处被发现。此外,基于30m平均SPT-N的地震场地分类表明,Guwahati的大部分属于地震场地类别(SSC)D,如巴拉吉神庙和机场。然而,阿萨姆邦动物园、潘巴扎、IIT校园、多尔戈宾达和马利冈的SSC E表明,这些地点存在软土沉积物。基于30 m平均剪切波速(V(S30))的MASW试验也尝试了类似的场地分类。基于V(S30)的场地分类也将大部分Guwahati划分为SSC D。然而,Guwahati南部的一些地点也属于SSC C。根据印度土壤的两个不同试验结果,SSC不匹配与之前的研究一致。此外,基于22个试验地点的SPT-N和V(S)剖面,建立了三个经验关联式:(1)粘土;(2) 砂质和(3)所有土壤类型。所有土壤类型的拟议相关性均通过图形验证,并与土耳其和勒克瑙的类似相关性密切匹配。

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