D. Basu, A. Dey, S. Kumar
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引用次数: 13
One-Dimensional Effective Stress Non-Masing Nonlinear Ground Response Analysis of IIT Guwahati
Groundresponseanalysis(GRA)helpstoassesstheinfluenceofthesoilmediumonthepropagating shearwavesandindicatesaboutthecharacteristicsofthewavesreachingthegroundsurfacefromthe bedrocklevel.SuchastudybecomesimperativefortheurbanizedalluvialbanksofNorth-Eastern regionofIndia,whichislocatedinthehighestseismiczoneofthecountry.Conventionally,GRAis carriedoutbasedequivalentlinearapproach,whichbeingasimplisticapproachisunabletocapturethe nonlinearcharacteristicsofsaturatedsiltysandssubjectedtoseismicshaking.Thisarticlepresentsthe outcomeofseismicone-dimensionalnonlinearGRAofIITGuwahati(locatedonavaryinggeology inthesaturatedalluvialbanksofRiverBrahmaputra)consideringpore-waterpressuredissipation characteristicsandnon-Masingunload-reloadcriteria.Variousgroundresponseparametersobtained fromthestudyhelpsintheaccurateidentificationoftheearthquakeintensitybasedsiteamplification oftheregionexpressedthrougha2-Dmapping. KEywORDS 2-D Contour Maps, Amplification Factor (AF), Ground Response Analysis, Nonlinear Effective Stress Analysis, Non-Masing Criteria, Peak Ground Acceleration (PGA), Predominant Period, Response Spectra