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Soil Mechanics and Foundation Engineering
According to Rankine's fromula, the minimum depth of foundation
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Soil Mechanics and Foundation Engineering
An unsaturated 100 cm3 sample of soil weighs 190 g. If its dried weight is 160 g, water content of the soil, is
The ratio of volume of air voids to the volume of total voids, is known as
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If the natural moisture content, the liquid limit and plastic limit of a soil sample are stated as 30.5%, 42.5% and 22.5% respectively, the ratio of liquidity index and plastic index, is
A soil mass is said to be in plastic equilibrium if
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The property of a soil which allows it to be deformed rapidly without rupture, elastic rebound and also a volume change, is known
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Tergazhi's theory of one dimensional consolidation assumes
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