peshawa12's blog

Hello every ,

 I hope you are all fine. Evne though I know no one is going to help me including God , but i am still gonna ask for some help please please please.

Hello all,

I am really thankful for any help . I am in a very bad situation with my research project because of Abaqus, so please if you know what is wrong with my model please help me please.

I have a pile 200mm long..diameter = 50 mm.. the pile embedded in sand... the depth of sand layer =450mm.. other dimensions are L= 960mm,, W= 480mm.

the pile fully embedded in the soil.. on the top it is connected to a pulling arm , the length of the pulling arm =330 mm , the diameter = 25mm..

the pile is laterally loaded so it is a 3D problem

Hi all,

 I modelled a pile in sandy soil, the pile is subjected to a lateral load. I embedded the pile inside the soil. The soil if always over stiffened , can any one tell me why , why the soil is very very stiff, I used very small value for elasticity modulus. please help