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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

has anyone used the software SEEP/w ?

What do you mean?

I have a project in a site with muck soil I am wondring if anyone has recommindations about building on organic soils without removing it?

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

Hi all, I'm looking for any reference or book about piled-raft foundation design .Can you help please Thanks