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- W3118772496 abstract "The preliminary geotechnical investigations for large infrastructure sites are performed on a coarse grid. However, in most cases, the requirements of the estimation of foundation parameters at the building location would not be satisfied with such coarse grid data. This calls for suitable technique to estimate data at fine grid resolution from the coarse grid data available from the preliminary soil investigation. This paper deals with the estimation of SPT values or N-values or SPT-N-values at desired location from an available coarse grid data using various spatial interpolation techniques. Geo-statistical methods selected for the present study are inverse distance weighting (IDW) method, trend surface analysis (TSA) and k-nearest neighbour (KNN) mean method. IDW method estimated the SPT values at 1.5 m depth with good accuracy followed by KNN averaging method, whereas TSA was pretty poor. The predicted SPT-N-values can be used to estimate the subsurface information, allowable bearing pressure of soils and elastic modulus of soils. This would be extremely useful for executing the activities of design and additional geotechnical investigations on parallel mode and thereby saving on the overall project time." @default.
- W3118772496 created "2021-01-18" @default.
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- W3118772496 date "2020-01-01" @default.
- W3118772496 modified "2023-10-05" @default.
- W3118772496 title "Estimation of SPT from Coarse Grid Data by Spatial Interpolation Technique" @default.
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- W3118772496 doi "https://doi.org/10.1007/978-981-15-6086-6_87" @default.
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