many specialists are discussing the pile properties, such as the concrete strength, bending moment, bearing capacity etc. Y^8'P /A
I am wondering the design principle for a geotechnical engineer. [.CP,Ly
what kind of position in your mind is it, for the soil properties when the piles are designed? (>lH=&%zj
please elaborate what you have thought about and explain it accordingly. P{StF`>Y
it is a better way to discuss it with some practical problems. [O]rf+NZ(5