
The California Bearing Ratio (CBR) is a penetration test used to evaluate the strength of subgrade soil for road and pavement design. It measures the resistance of the soil to penetration by a standard piston, and the result is used to determine the soil’s load-bearing capacity.
The primary purpose of the CBR test is to assess the suitability of the soil or aggregate material for use as a base material for pavements. It helps in the design of flexible pavements by determining the strength of the soil and its ability to withstand traffic loads.
The procedure for conducting the California Bearing Ratio (CBR) test typically involves the following steps:
CBR = (Test Pressure / Standard Pressure) × 100
The CBR value is expressed as a percentage, and higher values indicate stronger soil. Typical CBR values for different materials are:
Higher CBR values are indicative of soil or material with higher strength, which means less pavement thickness is required. A lower CBR value indicates weaker soil, requiring thicker pavement to support traffic loads and ensure durability.
The CBR test is widely used in the design of:
IS: 2720 (Part 16) – 1987 provides the standard guidelines for the CBR test procedure in India.
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