Recent content by MedNeuvo

I am looking for one of the following software. I belive they are free to download. Can anyone provide me one of these software, or tell me the link. Thanks. RASCAL, SIMQUAKE, EQGEN.

I believe to negate liquefaction induced lateral displacement, we need horizontal bracing at the top of a driven pile. Can anyone please send me any material/parameter on this kind of bracing?

I searched the thread, but did not get any suitable answer. However, once again, my question is, in liquefiable soil layer below the water table, should we use bouyant unit weight of the soil or just the unit weight of water, taking soil will be water during liquefaction. And providing shear...

I want to analyze the lateral pile capacity using COMP624P in a liquefiable soil. The pile will rest on hard rock, but most of the layers between surface and hard rock are liquefiable layers. The structural engineer wants to tie the pile at the top. I believe I have to model it in two steps...

Is there any quidelines in the web for Pool also?

Can anyone please provide me a standard drawing for pool construction from geotechnical point of view. Thanks.

Can anyone tell me about any book on how to read and interpret civil construction plan? -Med

saruman26: I am still having trouble to draw the section. The countour lines are grouped together and I can not ungroup them in Land Desktop. If I have your email, I can send you the AutoCAD drawing fine. Please help. Thanks.

Could you please tell me how to make a DTM file in easy steps. Thank you.

Hello: Is there any good powerpoint presentation or animation on post-tensioning foundation? Thank you, - Med

The contours are created in AutoCAD drawing file, and there was no z values stored in the file.

It's a bridge. Like Box culvert.

I wanted to know how to draw earthwork cross-section in AutoDesk Land Desktop from the contour plotted in AutoCAD file (*.dwg file). Can anyone please help. Thanks.

How do we apply tortional load with Lpile for the design of a drilled shaft?

Is there any place where I can get the typical geotechnical recommendations for hydro-arch from? Thanks. Med