many specialists are discussing the pile properties, such as the concrete strength, bending moment, bearing capacity etc. }XSfst5-H
I am wondering the design principle for a geotechnical engineer. Wv/%^3
what kind of position in your mind is it, for the soil properties when the piles are designed? thvYL.U:
please elaborate what you have thought about and explain it accordingly. ZObhF#Y9
it is a better way to discuss it with some practical problems. Lg*B>=