I'm trying to use seep/w to model homogenous earthdam with internal crack I defined the crack zone as a very high permaebility compared with the coeficient of permeability of the dam and I used interface element to represent the crack in the model then I changed the thickness of the element to...
How can I choose the soil model as saturated only ?in SEEP/W 2007 it is in draw menu under material properties but i have SEEP/W 2004 and i cannt find it in the draw menu any help is appreciated
I mean the head and down stream boundary conditions . did you mean if the model only below the phreatic surface then no need for the k-function i;m trying to model the seepage through an earthdam with crack at the downstream side but i'm not sure if I can do that using SEEP/w ?
I just started to use SEEP/W but i'm confused about the boundry conditions and also the -ve pore water pressure to calculate the hydraulic conductivity for each material
Is there any reference or book that list all the correlations between N (standard penetration number )and poisson's ratio,modulus of elasticity,friction angle?
Thanks
There are numerous correlations between the results of standard penetration and cone penetration tests and various soil properties.I'm looking for a book or any reference that has all these correlations together .
Thanks