Geotechnical Engineering Principles: Soil Mechanics Insights
Why in soft clays should be done undrained cond? Clays soils present a very low permeability, so water pres disipation takes a lot of time, so failure will be reached in undrain conditions. It contracts when shear stresses are apllyed. Undrain resist is much smaller than draine, and can be aprox: Cu=0,25+sicma'v and for triax cu=q/2 b)How the second consol coef can be estimated?Settlement can be reduced by preloading the soil with a load equal or higher to the one it will withstand after construc. 2) Which parameters or fundamental control the seismic ... Shear modulus G and damping (la de compu rara), which are turned relationed with porosity, relatv densi y wave speed 's'. Shear modu is the ratio of shear stres and deformation . Damping...