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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 4.2 years ago by snadith342 • 20
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Vertical Pressure below the corner of uniformly load rectangular area
geotechnical engineering updated 4.2 years ago by snadith342 • 20
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Problem based on Consolidation:A staturated soil stratum 6m thick lies above an impervious
geotechnical engineering updated 4.2 years ago by snadith342 • 20
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The Results obtained for a series of CU test on a soil gave the following results
geotechnical engineering updated 4.2 years ago by snadith342 • 20
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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 4.3 years ago by snadith342 • 20
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VOLUME - WEIGHT RELATIONSHIP:
geotechnical engineering updated 4.4 years ago by krithikkm200 • 10
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cohesive soil and non cohesive soil
geotechnical engineering updated 4.4 years ago by krithikkm200 • 10
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WATER CONTENT METHOD
geotechnical engineering updated 4.4 years ago by krithikkm200 • 10
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Explain the properties of flow net / write a short note on characteristics of flow net
geotechnical engineering updated 4.5 years ago by krithikkm200 • 10
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State the Advantages of Compaction
geotechnical engineering updated 4.5 years ago by krithikkm200 • 10
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Describe the difference of soil between clay, silt, and sand in terms of plasticity
geotechnical engineering updated 4.5 years ago by krithikkm200 • 10
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Basic Definitions of Geo-technical Engineering
geotechnical engineering updated 4.5 years ago by krithikkm200 • 10
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WATER CONTENT OR MOISTURE CONTENT:
geotechnical engineering updated 4.5 years ago by krithikkm200 • 10
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Plasticity of Soil
geotechnical engineering updated 4.5 years ago by teamques10 ★ 70k
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Activity of Soil
geotechnical engineering updated 4.5 years ago by teamques10 ★ 70k
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Plasticity, Liquidity and Consistency Indexes
geotechnical engineering updated 4.5 years ago by teamques10 ★ 70k
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Plasticity, Liquidity and Consistency Indexes
geotechnical engineering updated 4.5 years ago by teamques10 ★ 70k
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946
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2. PLASTICITY OF SOIL
geotechnical engineering updated 4.6 years ago by teamques10 ★ 70k
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PLASTICITY,LIQUIDITY, AND CONSISTENCY INDEXES
geotechnical engineering updated 4.6 years ago by krithikkm200 • 10
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Explain various suitable field tests that are conducted during soil exploration at a site having sandy starter
geotechnical engineering updated 6.7 years ago by teamques10 ★ 70k
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Draw a typical bore hole and what is the importance of bore hole in geotechnical engineering
geotechnical engineering updated 6.7 years ago by teamques10 ★ 70k
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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 6.7 years ago by teamques10 ★ 70k
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Draw dry density moisture content curve and find out the MOD OMC tested in standard Practor Test.
geotechnical engineering updated 6.7 years ago by teamques10 ★ 70k
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Define (i) Relative Compaction (ii) Placement water content. Also enlist the factors effecting compaction.
geotechnical engineering updated 6.7 years ago by teamques10 ★ 70k
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Differentiate between Compaction and Consolidation.
geotechnical engineering updated 6.7 years ago by teamques10 ★ 70k
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