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Recent questions tagged compaction-of-soils
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GATE2017 CE-2-4
Let $G$ be the specific gravity of soil solids, $w$ the water content in the soil sample, $\gamma_w$ the unit weight of water, and $\gamma_d$ ... $\gamma_d = \dfrac{Gw}{1 + \gamma_w} \\$ $\gamma_d = \dfrac{Gw}{1 - \gamma_w}$
Let $G$ be the specific gravity of soil solids, $w$ the water content in the soil sample, $\gamma_w$ the unit weight of water, and $\gamma_d$ the dry unit weight of the s...
gatecse
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gatecse
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Aug 7, 2019
Soil Mechanics
gate2017-ce-2
soil-mechanics
geotechnical-engineering
compaction-of-soils
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GATE Civil 2013 | Question: 14
Following statements are made on compacted soils, wherein DS stands for the soils compacted on dry side of optimum moisture content and WS stands for the soils compacted on wet side of optimum moisture content. Identify the $\textit{incorrect}$ statement. Soil structure ... shrinkage is high on DS and low on WS On access to water, swelling is high on DS and low on DS
Following statements are made on compacted soils, wherein DS stands for the soils compacted on dry side of optimum moisture content and WS stands for the soils compacted ...
Milicevic3306
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Milicevic3306
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Mar 25, 2018
Soil Mechanics
gate2013-ce
soil-mechanics
geotechnical-engineering
compaction-of-soils
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