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The entire work is aimed to study the behavior of concrete with locally available Industrial waste materials like Ground Granulated Blastfurnace Slag(GGBS) and ROBO sand(quarry dust) as supplementary materials for cement and fine aggregates respectively. Also the plastic waste i.e. High Density Polyethylene (HDPE), Polyethylene Terephthalate (PET), High Density Poly Propylene (HDPP) and POLYESTER in the form of fibers are added to the concrete for further study. Detailed experimental investigation has been carried out to understand the behavior of concrete with these supplementary materials...

A layered soil stratum resting on half space is considered for finding ground response. Ground response analysis is performed using linear approach assuming that the ground surface and all material boundaries below the ground surface are horizontal and extend infinitely in all directions and that the response of soil deposit is predominantly caused by the vertically propagating shear waves (SH waves). Material nonlinearity of soils is approximated using equivalent linear approach, in which the actual non-linear hysteretic stress-strain behavior of cyclically loaded soils can be approximated...