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Subgrade strength is mostly affected by thickness of pavement, in Highway design. California Bearing Ratio (CBR) is the one of the method to determine the sub grade strength.CBR test is laborious and time consuming, hence a method is proposed for correlating CBR value with the LL, PL, SL, PI, OMC and MDD. In the present study, different soils samples (having 20
Journal | International Journal of Engineering Research in Mechanical and Civil Engineering |
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Publisher | IJERMCE |
ISSN | 2320334X |
Open Access | No |