Newton's law Darcy's law Reynold's law Stoke's law
Answer Discuss in Comment
compacting soil determining density of soil obtaining samples for direct shear test determining bearing capacity of soil
relative compactness percentage voids shear strength of clays specific gravity
0.06 mm 0.04 mm 0.002 mm 0.08 mm
0.04 mm 0.03 mm 0.06 mm 0.002 mm
Ac + S = 1 Ac = 1 + s Ac + S = 0 Ac = S
Vc / Vw V / Vw S = Vw / Vv Vw / V
e = wG / S E = wD / g e = wGS e = SG / w
1 - W / Ws W / Ws - 1 W / Ws + 1 1 + W/ Ws
1.2 0.6 1.8 2.4
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