GeoGrouting
Civil/Environmental
Das has given (q/25).((3.28B+1)/(3.28B))**2 for allowable bearing capacity on sands using q (CPT result) after Mayerholf.
Tomlinson gives 2.1q.((B+1)/(B))**2 for the same after Mayerholf.
One may ask why these two formula are diferrent although both are with kPa unit?
What would be a reliable formula for BC on sands for design purposes?
Thank you.
Tomlinson gives 2.1q.((B+1)/(B))**2 for the same after Mayerholf.
One may ask why these two formula are diferrent although both are with kPa unit?
What would be a reliable formula for BC on sands for design purposes?
Thank you.
