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The ratio is a measure of the load causing penetration of some standard value say 2.5 mm or say 5.00 mm. This in turn is a meaure of the bearing capacity of a given soil subgrade within the limits of predecided penetration values. This precisely means it measures the bearing capacity of a given soil sample with respect to some standard known value soil / aggregate sample. Thus it is defined in the form of ratios of loads causing penetration of defined range wrt the known standard value. hence called a bearing ratio.

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Q: Y California bearing ratio is called bearing ratio?
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