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4
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7.1k
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1
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Two soils were tested for their consistency limits in the laboratory. The following data were obtained
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
3
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7.2k
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Derive the expression for coefficient of permeability by variable head method.
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
2
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Describe the difference of soil between clay, silt, and sand in terms of plasticity
geotechnical engineering updated 4.3 years ago by krithikkm200 • 10
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956
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Explain role of Geo technical Engineer in civil Engineering Practices
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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906
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Define the Following
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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Derive the relationships between Density index or Relative density, Rd
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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6.0k
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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 6.5 years ago by teamques10 ★ 70k
0
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Soil, $2000m^{3}$ in volume is excavated from borrow pit where natural water content 15% and unit weight $17kN/m^{3}$.The soil used an embankment compacted at porosity of 30% what is volume wmpact
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
0
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1
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4.3k
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Difference between specific Gravity of solids(G) and specific gravity of soil
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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5.7k
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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 6.5 years ago by teamques10 ★ 70k
0
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2.3k
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Soil investigation,Roorkee by sand replacement method weight excavated soil=761.25gm weight of sand+cylinder=10500 weight of sand+cylinder after pouring 9450g,calculate the insitu unit weight of soil
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
0
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1
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1.1k
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Define the Following
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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902
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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 6.5 years ago by teamques10 ★ 70k
0
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2.0k
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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 6.5 years ago by teamques10 ★ 70k
0
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6.9k
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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 6.5 years ago by teamques10 ★ 70k
0
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1
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4.1k
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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 6.5 years ago by teamques10 ★ 70k
0
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1
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1.4k
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Write a note on users of particle size distribution curve.
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
0
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1
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15k
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What is the importance of a soil classification? Explain with a neat skotches traingular soil classification.
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
0
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1
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4.1k
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1
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Define stokes law, Explain briefly about wet analysis.
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
0
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1
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3.3k
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1
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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 6.5 years ago by teamques10 ★ 70k
4
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1
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11k
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1
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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 6.5 years ago by teamques10 ★ 70k
0
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1
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1.9k
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1
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Laboratory tests on a soil obtained from foundation site having mass sieved 200g.
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
0
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1
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9.3k
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Explain the factors affecting the permiability of the soil
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
0
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1
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8.2k
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1
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Explain the seepage pressure. Describe the quick sand condition or critical hydraulic gradient.
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
0
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1
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826
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1
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In brief explain any one field method to determine intensity coefficient of permeability.
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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