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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 6.4 years ago by teamques10 ★ 70k
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In a falling head permeability test. The length and area of the cross-section of soil specimen
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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The discharge of water collected from a constant head temperature in a period of 15 minutes is 500 ml.
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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Water is flowing under a width and height of 0.4m through soil A and B of different permeability, as shown in figure.
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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A test well 0.5m in diameter penetrate through a saturated aquifier 8m thick overlying and impervious layer.
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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In brief explain any one field method to determine intensity coefficient of permeability.
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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Derive the expression for coefficient of permeability by variable head method.
geotechnical engineering updated 6.4 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 6.4 years ago by teamques10 ★ 70k
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Explain the factors affecting the permiability of the soil
geotechnical engineering updated 6.4 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 6.4 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 6.4 years ago by teamques10 ★ 70k
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7.4k
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Describe the method for determining Phreatic line for earthen Dam with horizontal filter.
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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Laboratory tests on a soil obtained from foundation site having mass sieved 200g.
geotechnical engineering updated 6.4 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 6.4 years ago by teamques10 ★ 70k
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A saturated soil sample has a liquid limit of 20% and plastic limit 12%. The following data are also available from sieve analysis.
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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Define stokes law, Explain briefly about wet analysis.
geotechnical engineering updated 6.4 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 6.4 years ago by teamques10 ★ 70k
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Write a note on users of particle size distribution curve.
geotechnical engineering updated 6.4 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 6.4 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 6.4 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 6.4 years ago by teamques10 ★ 70k
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mass and volume of saturated were 29.8gm and $17.7cm^{3}$. oven drying the mass got reduced 19gm and volume 18.9$cm^{3}$ fine shrinkage limit. shrinkage ratio and volumetric shrinkage. compute G soil
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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866
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If $W_{L}$=51%, $W_{p}$=32% $W_{s}$=19% Soil specimen shrinks from volume 42.5 cc at $w_{L}$ to 26.8 cc of shrinkage limit.Determine gravity
geotechnical engineering updated 6.4 years ago by teamques10 ★ 70k
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Define the Following
geotechnical engineering updated 6.4 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 6.4 years ago by teamques10 ★ 70k
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