Mapping of average shear wave velocity for Bangalore region: A case study

Mapping the shear wave velocity profile is an important part in seismic hazard and microzonation studies. The shear wave velocity of soil in the city of Bangalore was mapped using the Multichannel Analysis of Surface Wave (MASW) technique. All empirical relationship was found between the Standard Penetration Test (SPT) corrected N value ((N-I)(60cs)) and measured shear wave velocity (Vs). The survey points were selected in such a way that the results represent the entire Bangalore region, covering all area of 220 km(2). Fifty-eight 1-D and 20 2-D MASW Surveys were performed and their velocity profiles determined. The average shear wave velocity of Bangalore soils was evaluated for depths of 5 m, 10 m, 15 m, 20 m, 25 m and 30 m. The sub-soil classification was made For seismic local site effect evaluation based on average shear wave velocity of 30-m depth (V-s(30)) of sites using the National Earthquake Hazards Reduction Program (NEHRP) and International Building Code (IBC) classification. Mapping clearly indicates that the depth of soil obtained from MASW closely matches with the soil layers identified in SPT bore holes. Estimation of local site effects for all earthquake requires knowledge of the dynamic properties of soil, which is usually expressed in tern-is of shear wave velocity. Hence, to make use of abundant SPT data available on many geotechnical projects in Bangalore, an attempt was made to develop a relationship between Vs (m/s) and (N-I)(60cs). The measured shear wave velocity at 38 locations close to SPT boreholes was used to generate the correlation between the corrected N values and shear wave velocity. A power fit model correlation was developed with a regression coefficient (R-2) of 0.84. This relationship between shear wave velocity and corrected SPT N values correlates well with the Japan Road Association equations.