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Appreciate your understanding and insight/input, JoshPlum. I would design drill shaft or piling foundations, computing their capabilities for vertical and horizontal loads and settlements in multi-layer soil. I will look into the RISAFoundation also.

Hi, Friends. I plan to purchase a foundation design software using in USA mainly for deep foundation. Can someone tell me which is better in Foundation 3D, Staad.Foundation, and ASDIP serial? Many thanks!

Appreciate your timely answer greatly, cvg!

Hi, Friends, How is the soil strength in embankment determined where and when the embankment has not been built? Can the boring data of the natural ground soil at the same location be deemed as those for embankment? Thanks much. PLST

Hi, Would someone give me a direction to find the different application or employment of hager support and bottom support? Appreciate! PLST

Thank you for the answers. Some varibles cannot be seen on the pln & prof, e.g. pav str, and has to be shown in the typ sec with clear range or limits, I guess. Some variables such as ret wall height is generally shown in ret wall pln/prof, and I guess, may not be necessary to be an elements...

Hi, Some agents want typical (cross) section ranges, from certain station to another. Due to variable element dimensions in a typical section, e.g. variable width of median, defining the section range often is quite arbitrary. Another example is whether the range should include intersection...

Thank you guys. It is very helpful. PLST

Hi, I am learning CAESAR II, and want to know what OPE, SUS and EXP stand for? For operation, sustain and expansion? Thanks.