Transcription of GUIDE TO CONE PENETRATION TESTING
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GUIDE TO CONE PENETRATION TESTING
cone Bearing (bar), Qt11010010000 1 2 3 4 5 6 7 8 Friction Ratio (%), Rf123111245678910 ZONE Qt/N SBT1 2 Sensitive, fine grained2 1 Organic materials3 1 Clay4 Silty clay to clay5 2 Clayey silt to silty clay6 Sandy silt to clayey silt7 3 Silty sand to sandy silt8 4 Sand to silty sand9 5 Sand10 6 Gravelly sand to sand11 1
Cone penetration test with pore pressure measurement ... Precedent and local experience Design objectives Level of geotechnical risk Potential cost savings The evaluation of geotechnical risk is dependent on hazards, probability of occurrence and the consequences. Projects can be classified as either: low,
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