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2
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723
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1
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Describe the difference of soil between clay, silt, and sand in terms of plasticity
geotechnical engineering updated 3.2 years ago by pedsangini276 • 4.8k
4
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1
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6.7k
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Two soils were tested for their consistency limits in the laboratory. The following data were obtained
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
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3.4k
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Problem based on Consolidation:A staturated soil stratum 6m thick lies above an impervious
geotechnical engineering updated 3.0 years ago by Chandan15 • 300
3
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1
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6.9k
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Derive the expression for coefficient of permeability by variable head method.
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
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1
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6.0k
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1
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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 3.0 years ago by Chandan15 • 300
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1.2k
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1
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The Results obtained for a series of CU test on a soil gave the following results
geotechnical engineering updated 3.0 years ago by Chandan15 • 300
1
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1.6k
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1
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Calculate the percentage decrease to be expected in the unit volume of clay when its moisture content is reduced by evaporation to 16.4%.
geotechnical engineering updated 3.0 years ago by Chandan15 • 300
0
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2.5k
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Vertical Pressure below the corner of uniformly load rectangular area
geotechnical engineering updated 3.0 years ago by Chandan15 • 300
0
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1
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1.3k
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Draw a typical bore hole and what is the importance of bore hole in geotechnical engineering
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
0
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1
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773
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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 5.5 years ago by teamques10 ★ 69k
0
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1.0k
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Define the Following
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
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5.4k
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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 5.5 years ago by teamques10 ★ 69k
0
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2.1k
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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 5.5 years ago by teamques10 ★ 69k
0
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1.3k
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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 5.5 years ago by teamques10 ★ 69k
0
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5.8k
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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 5.5 years ago by teamques10 ★ 69k
0
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1
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1.2k
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1
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Derive the relationships between Density index or Relative density, Rd
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
0
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1
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3.4k
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1
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Explain various suitable field tests that are conducted during soil exploration at a site having sandy starter
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
0
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1
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2.6k
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1
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The following observations were made in a standard Practor's Test. Draw the dry density unit weight versus water content graph
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
0
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1
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1.1k
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1
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Draw dry density moisture content curve and find out the MOD OMC tested in standard Practor Test.
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
0
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1
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7.2k
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1
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Define (i) Relative Compaction (ii) Placement water content. Also enlist the factors effecting compaction.
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
0
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1
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7.9k
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1
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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 5.5 years ago by teamques10 ★ 69k
1
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1
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3.2k
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1
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In a site reclamation project 2.5 m of graded fill with V=22k N/m3 were laid in compacted layers over an existing layer of the silty clay with
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
0
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1.7k
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Laboratory tests on a soil obtained from foundation site having mass sieved 200g.
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
4
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1
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10k
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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 5.5 years ago by teamques10 ★ 69k
0
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1
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3.9k
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1
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Define stokes law, Explain briefly about wet analysis.
geotechnical engineering updated 5.5 years ago by teamques10 ★ 69k
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