Fig. 8From: Evaluation of cement stabilised residual soil on macro- and micro-scale for road constructionMicro-structure analysis of un-stabilised lateritic soil and varying cement-stabilised lateritic soil at 7-day curing time: a, b untreated; c, d 3% cement; e, f 6% cement; g, h 9% cement; and i, j 12% cementBack to article page