0 < s < 100 0 ≤ s ≤ 100 0 > S > 100 S ≤ 0
Answer Discuss in Comment
less than 0% be greater than 100% take a value only from 0 to 100% never be greater than 100%
water content void ratio porosity degree of saturation
value of angle of shearing resistance strength of soil amount of compaction required all the above
more than 2.5 for most soils determined by hydrometer less than 2.0 for most soils same for clays and sands
Stoke's law Archimedes principle Darcy's law All the above
bulk sp. gr. grain sp. gr. apparent sp. gr. mass sp. gr.
water content degree of saturation saturated density none of the above
water content percentage voids porosity degree of saturation
falling velocity actual velocity terminal velocity all the above
"Scientists dream about doing great things. Engineers do them."
