This exam is rather beneficial to find bearing ability of pits in cohesionless soil. Cone resistance qc (kg/sq.cm) is somewhere around equal to 10 times the penetration resistance N. 4. Geographical Ways of Soil Exploration Failing to collect soil samples from multiple depths and spots can lead to inaccurate final https://dedicated-server-for-broa54833.dbblog.net/5035752/construction-soil-investigation-bd-secrets