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Questions related from Sharathsai Saganti
i have modelled single pile in sand of phi=32 and Esand =25000kPa Unit weight= 19 kN/m3 u(poisson ratio =.25) PILE PROPERTIES:- Model-linear elastic Drainage- non porous Unit weight=...
14 July 2021 6,619 1 View
i have modeled a single pile in plaxis 2D with soil parameters(E=20MPa,poisson ratio =.35 C=20 kpa), concrete pile parameters(L=15m d=0.6m Ep=20,000MPa poisson ratio= 0.15) with incremental loads...
24 February 2021 505 4 View