many specialists are discussing the pile properties, such as the concrete strength, bending moment, bearing capacity etc. g">E it*[
I am wondering the design principle for a geotechnical engineer. \#P>k;D
what kind of position in your mind is it, for the soil properties when the piles are designed? X|'E yZ
please elaborate what you have thought about and explain it accordingly. `C~RA,M
it is a better way to discuss it with some practical problems. @add'>)