G MS THESIS_final version_Maxim Prokudin.pdf - Digital Repository ...

186C(I) + C(K)305mm Single PierCBR, %0 2 4 6 8 10 12 14 160C(I) + C(K)610mm Single PierCBR, %0 2 4 6 8 10 12 14 160200200Depth, mm400600dry= 1,610 kg/m3Depth, mm400600dry top= 1,588 kg/m3w% top= 24.3%dry bot= 1,561 kg/m3800w% = 23.0%800w% bot= 23.6%C(I) + C(K) + NS7C(I) + C(K) + NS7305mm Single PierCBR, %610mm Single PierCBR, %0 2 4 6 8 10 12 14 1600 2 4 6 8 10 12 14 160200200Depth, mm400600800C(I) + NS7dry= 1,597 kg/m3w% = 25.2%Depth, mm400600800C(I) + NS7dry top= 1,604 kg/m3w% top= 24.1%dry bot= 1,604 kg/m3w% bot= 22.8%305mm Single Pier610mm Single PierCBR, %CBR, %0 2 4 6 8 10 12 14 1600 2 4 6 8 10 12 14 160200200Depth, mm400600dry= 1,566 kg/m3Depth, mm400600dry top= 1,606 kg/m3w% top= 23.9%dry bot= 1,574 kg/m3800w% = 23.9%800w% bot= 23.2%Figure 106: CBR for single cement piers: C(I) + C(K), C(I) + C(K) + NS7, C(I) + NS7