many specialists are discussing the pile properties, such as the concrete strength, bending moment, bearing capacity etc. /H=fK
I am wondering the design principle for a geotechnical engineer. @ba5iIt
what kind of position in your mind is it, for the soil properties when the piles are designed? x[3kCa|4A
please elaborate what you have thought about and explain it accordingly. ip4:px-
it is a better way to discuss it with some practical problems. hSc$Sa8