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bearing ratio
A Tertiary clay was subjected to California Bearing Ratio testing and repeated load testing.
      
The clay mineralogical assemblage, major elements geochemistry and strength characteristics in terms of the California Bearing Ratio (CBR) of three genetically different residual soils in Southwestern Nigeria were investigated.
      
The results of the investigations show that the subgrade soils below the stable sections have a higher maximum dry density, unsoaked California bearing ratio (CBR) and uncured, unconfined compressive strength than those below unstable sections.
      
Both histogram and bearing ratio curve can be used to separate the levels in multilevel surfaces.
      
In addition, the paper also documents the use of finite element analyses techniques to determine the California Bearing Ratio.
      
To determine California Bearing Ratio for the designing of pavements, laboratory determination of CBR test.
      
The, almost, universal parameter used to characterise soils for pavement design purposes is the California Bearing Ratio.
      
 

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