would any one enlighten how you go about determining the thickness of crash concrete layer underlying existing subgrade to be used as the piling mat to support a piling rig.
what are the factors to be considerd
is there an softwere/program that is user friendly for solving these problem.
Mhandisi(civil)
I am involved in the design of earthworks for diaphram retaining wall. It is suggested to fill the trench excavation with bentonite slurry to support it before concreting as bentonite slurry is lighter than concrte so will be replaced during pouring. However I came in contact...
I am involved in the design of earthworks for diaphram retaining wall. It is suggested to fill the trench excavation with bentonite slurry to support it before concreting as bentonite slurry is lighter than concrte so will be replaced during pouring. However I came in contact with new concept of...