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The document presents a correlation between penetration rate and bearing capacity for a soil analysis conducted by GEO CON LIMITED. It calculates a penetration rate of 24.4 mm per blow, a California Bearing Ratio (CBR) of 6.98%, and a bearing capacity of 13.8 PSI (95 kPa). The data is illustrated with a plot showing cumulative penetration against the number of blows, along with a trendline for analysis.

Author

Joseph Mwangi Wambugu

Language

EN