Correlation of California Bearing Ratio (CBR) Value with Soil Properties of Road Subgrade Soil

The California Bearing Ratio (CBR) is the most utilised parameter for dimensioning flexible pavements in tropical countries. Often this test is expensive, laborious and time consuming, and to overcome this, some regression analysis (single and multiple) was considered between the soil’s index proper...

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Veröffentlicht in:	Geotechnical and geological engineering 2019-01, Vol.37 (1), p.217-234
Hauptverfasser:	Katte, Valentine Yato, Mfoyet, Souleyman Moupe, Manefouet, Bertille, Wouatong, Armand Sylvain Ludovic, Bezeng, Lawrence Aleh
Format:	Artikel
Sprache:	eng
Schlagworte:	California bearing ratio Civil Engineering Clay Coefficients Compaction Correlation Correlation analysis Earth and Environmental Science Earth Sciences Flexible pavements Geotechnical Engineering & Applied Earth Sciences Gravel Hydrogeology Liquid limits Moisture content Original Paper Parameters Pavement design Penetration tests Plastic limit Plasticity Regression analysis Road construction Roads Silt Soil Soil compaction Soil moisture Soil properties Subgrades Terrestrial Pollution Tropical climate Waste Management/Waste Technology Water content
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