Proctor's compaction test for the maximum dry density of a certain soil gave the results as: 1.77 gm/cc and OMC 14.44%. The specific gravity of the clay soil grain was 2.66. What was the saturation degree for this soil?
(d)
(γd)max=1.77g/cc
OMC = 14.44%
G = 2.66
γd=G.γw1+e
⇒1.77=2.66×11+e
e = 0.5028
⇒ Se = wG
S=wGe=0.1444×2.660.5028
= 0.7639 = 76.39%