Research
Regression Modelling of California Bearing Ratio (CBR) Predicted from Index Properties for Lateritic Soils
Article
November 5, 2019
Obtaining California Bearing Ratios (CBR) of soils for road construction projects could be a time-consuming and costly exercise. In order to reduce the time and cost of obtaining CBR values of soils, this paper presents a mathematical relationship between index properties of lateritic soils, which can easily be obtained from simple laboratory investigations, and their CBR (soaked and unsoaked) values.
