many specialists are discussing the pile properties, such as the concrete strength, bending moment, bearing capacity etc. 'r+PH*Mr
I am wondering the design principle for a geotechnical engineer. 4h|dHXYZ
what kind of position in your mind is it, for the soil properties when the piles are designed? DQJG,?e{
please elaborate what you have thought about and explain it accordingly. GXX+}=b7qO
it is a better way to discuss it with some practical problems. .Q>!B?)