Abstract
This paper primarily aiming on reviewing research works conducted on determination of lateritic soil properties basically California Bearing Ratio values. The reviewed documents are conducted in different countries having lateritic soils. These reviewed papers were summarized CBR values for soaked and unsoaked condition. So, this paper presents the value of shear strength of lateritic soils to propose for sub-grade, sub-base, base course and other infrastructure construction material. Keywords: Lateritic soil, California Bearing Ratio, Review Paper DOI : 10.7176/CER/11-1-01
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