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Explain the properties of flow net / write a short note on characteristics of flow net
geotechnical engineering updated 2.3 years ago by pedsangini276 • 4.8k
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WATER CONTENT METHOD
geotechnical engineering updated 2.2 years ago by pedsangini276 • 4.8k
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cohesive soil and non cohesive soil
geotechnical engineering updated 2.2 years ago by pedsangini276 • 4.8k
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760
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VOLUME - WEIGHT RELATIONSHIP:
geotechnical engineering updated 2.2 years ago by pedsangini276 • 4.8k
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751
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The Results obtained for a series of CU test on a soil gave the following results
geotechnical engineering updated 2.1 years ago by Chandan15 • 300
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Problem based on Consolidation:A staturated soil stratum 6m thick lies above an impervious
geotechnical engineering updated 2.1 years ago by Chandan15 • 300
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Vertical Pressure below the corner of uniformly load rectangular area
geotechnical engineering updated 2.1 years ago by Chandan15 • 300
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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 2.1 years ago by Chandan15 • 300
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701
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Define the Following
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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What is the importance of a soil classification? Explain with a neat skotches traingular soil classification.
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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Define stokes law, Explain briefly about wet analysis.
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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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 4.5 years ago by teamques10 ★ 65k
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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 4.5 years ago by teamques10 ★ 65k
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Laboratory tests on a soil obtained from foundation site having mass sieved 200g.
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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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 4.5 years ago by teamques10 ★ 65k
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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 2.1 years ago by Chandan15 • 300
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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 4.5 years ago by teamques10 ★ 65k
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1.4k
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Differentiate between Compaction and Consolidation.
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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Define (i) Relative Compaction (ii) Placement water content. Also enlist the factors effecting compaction.
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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882
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Draw dry density moisture content curve and find out the MOD OMC tested in standard Practor Test.
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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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 4.5 years ago by teamques10 ★ 65k
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Draw a typical bore hole and what is the importance of bore hole in geotechnical engineering
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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Explain various suitable field tests that are conducted during soil exploration at a site having sandy starter
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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766
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Explain role of Geo technical Engineer in civil Engineering Practices
geotechnical engineering updated 4.5 years ago by teamques10 ★ 65k
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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 4.5 years ago by teamques10 ★ 65k
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