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Can any one tell the principle differences between Prandtls's bearing capacity theory and Terzaghi's bearing capacity theory?

Why the direct tensile test of concrete is not done?

can any one suggest me links for learning Autocad Civil 3D 2013 ?

can any one suggest tutorial links or materials for learning to draw parabolic curve in Autocad?

Also,for determining Maximum and minimum water content, specification table is given only for aggregates of 20mm Nominal Maximum size.Can any one suggest where can i get specification table for aggregates of 40mm Nominal Maximum size.

In DOE method, if slump has been specified as 30mm. so, should i take (10-30)mm interval datas Or (30-60)mm interval datas for my calculations.

Can any one tell me how to how to determine best values of the parameters of Horton's infiltration equation from the datas obtainedfrom infiltration test on a soil using double ring infiltrometer. Time since start (min) 5 10 15 20 30 40 60 80 100 Cumulative...

Thanks chicopee, I found your material helpful for me. Can you also suggest for frames as well .Like you suggested me for beam.

In standard Penetration test, Numerical calculations for Overburden pressure correction. I got into a question which mention only dense sand .I am confused whether while calculating effective pressure (σ_0 ) i should take pore water pressure into account or not.

If some one says dense sand then will you consider it as satured or unsatured.

can you specify some book names it will be easier for me.

How can i draw Bending moment diagram after calculation of end moments by using Slope Deflection Method? Can any one have ideas about it?