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PLASTICITY,LIQUIDITY, AND CONSISTENCY INDEXES
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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Plasticity of Soil
geotechnical engineering updated 4.0 years ago by teamques10 ★ 70k
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What is the importance of a soil classification? Explain with a neat skotches traingular soil classification.
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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500 gm of dry soil was subjected to a sieve analysis. The weight of soil retained on each sieve is as follows as:-
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Explain the factors affecting the permiability of the soil
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Activity of Soil
geotechnical engineering updated 4.0 years ago by teamques10 ★ 70k
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state the assumption made by Laplace for flow net analysis . Derive the Laplace equation for the flow net construction.
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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A layer of sand 8 m thick lies over the layer of clay. The water table is at a depth of 1 m below ground surface, above the water table , the band is saturated with capillary moisture.
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Explain the seepage pressure. Describe the quick sand condition or critical hydraulic gradient.
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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WATER CONTENT METHOD
geotechnical engineering updated 3.8 years ago by krithikkm200 • 10
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Define (i) Relative Compaction (ii) Placement water content. Also enlist the factors effecting compaction.
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Describe the method for determining Phreatic line for earthen Dam with horizontal filter.
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Derive the expression for coefficient of permeability by variable head method.
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Two soils were tested for their consistency limits in the laboratory. The following data were obtained
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Liquid limit of clay soil 56% plasticity Index 15% i)What state of this material water content of 45%ii)plastic limit of soil iii)Void ratio soil minimum volume reached shrinkage 0.88.Shrinkage G=2.71
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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A sand stratum is 10 m thick. The water table is 2 m below ground level. The unit weight of layer above and below water table are
geotechnical engineering updated 3.7 years ago by snadith342 • 20
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State the Advantages of Compaction
geotechnical engineering updated 3.9 years ago by krithikkm200 • 10
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A natural soil deposits has bulk unit weight $(\ast 4)$ 10m $1844 kn/m^{2}$ & water content 5%. calculate amount of water added to $1m^{3}$ soil raise water content 15%.What is degree of saturation?
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Soil sample with gravity 2.67 filled in 1000 ml container 100 set state,dry weight of sample found 1475 gm was filled dense state weight found to 1770gm. Void ratio soil natural 0.631.DeterminG=2.67
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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A bed of sand consists of three horizontal layers of equal thickness. The magnitude of the coefficient of permeability
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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What is a flow-net. what are the application of flow net. Enlist different methods used to construct a flow net
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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At a given location 8m thick saturated clay w = 30% G = 2.7 is underlined by Sand.
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Difference between specific Gravity of solids(G) and specific gravity of soil
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Define stokes law, Explain briefly about wet analysis.
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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Soil has plastic limit 25% plasticity index 30%. It natural water content soil 34% what is liquidity Index and consistency Index
geotechnical engineering updated 6.2 years ago by teamques10 ★ 70k
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