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The shear wave velocity has been measured by multichannel analysis of surface wave (MASW) tests and SPTs are carried out at ten sites within a radius of 30 km from Roorkee city. In this study, an attempt has been made to develop a reliable correlation between V s and N for soils of Roorkee region. Roorkee is a small city in northern India about 200 km from New Delhi and lies in high seismic zone IV. In this view, a reliable empirical correlation between V s and N would be of a considerable advantage. However, the numbers of blows ( N) from standard penetration test (SPT) are readily available for many sites where geotechnical investigations are carried out. But it is often not economically feasible to conduct these tests at all the sites. The shear wave velocity profile at a site is usually obtained by carrying out wave propagation tests. For all these methods, shear wave velocity ( V s) is the most important parameter, which represents the stiffness of the soil layers. The ground motion characteristics are evaluated either by simplified site classification method or by carrying out rigorous site specific ground response analysis. The characteristics of an earthquake motion at a site are significantly affected by the presence of soil deposits. The proposed relations will be helpful in seismic microzonation of the region as ground motion is one of the important parameters. A comparison with available relations is also presented. The developed relations fall within the range of other relations developed worldwide for other sites. This is done separately for all types of soils, sands only and clays only.
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Based on the statistical assessments, an empirical correlation between V s and N was developed. Roorkee is situated in high seismic zone, therefore the study is important for this region. The SPT samples are tested in the laboratory for index properties. These tests have been carried out at ten different sites in Roorkee region (within a radius of 30 km). This paper presents a development of reliable correlation between V s measured by multi channel analysis of surface wave tests and N measured using SPT at various sites in Roorkee region. The shear wave velocity profile at a site may not be readily available however, the numbers of blows ( N) from standard penetration test (SPT) are readily available. The characteristics of an earthquake motion at a site depend on the shear wave velocity ( V s). So we answer questions like that a more.For ground improvement, assessment of damage during an earthquake is very important issue which in turn depends on the ground motion.
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