Please would someone help me how to estimate the bearing capacity of a foundation soil for waste dump design. It is not pure clay, but rather c and phi soil material.
I need your help
Thank you.
I want to know the basis of the use of DYNAMIC CONE PENETROMETER-60 Degree cone with 20mm diametre, 8kg hammer. Is it in the standards, BS or which one?
Thank you.
Is there any existing work relating penetration resistance values of the dynamic cone penetrometer to bearing capacity.
If not, can't it studied?
Help me out
What is effect of suction on pavement disgn.
Why cann't just the groundwater level be used in designing instead of suction. Is the effect of suction widely known.