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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 6.5 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 6.5 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 6.5 years ago by teamques10 ★ 70k
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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 6.5 years ago by teamques10 ★ 70k
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At a given location 8m thick saturated clay w = 30% G = 2.7 is underlined by Sand.
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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Explain the properties of flow net / write a short note on characteristics of flow net
geotechnical engineering updated 4.2 years ago by krithikkm200 • 10
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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 6.5 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 6.5 years ago by teamques10 ★ 70k
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Describe the method for determining Phreatic line for earthen Dam with horizontal filter.
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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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 6.5 years ago by teamques10 ★ 70k
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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 4.1 years ago by snadith342 • 20
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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 6.5 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 6.5 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 6.5 years ago by teamques10 ★ 70k
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Differentiate between Compaction and Consolidation.
geotechnical engineering updated 6.5 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 6.5 years ago by teamques10 ★ 70k
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6.5k
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State the Advantages of Compaction
geotechnical engineering updated 4.2 years ago by krithikkm200 • 10
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Draw a typical bore hole and what is the importance of bore hole in geotechnical engineering
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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3.6k
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Explain various suitable field tests that are conducted during soil exploration at a site having sandy starter
geotechnical engineering updated 6.5 years ago by teamques10 ★ 70k
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Basic Definitions of Geo-technical Engineering
geotechnical engineering updated 4.3 years ago by krithikkm200 • 10
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WATER CONTENT OR MOISTURE CONTENT:
geotechnical engineering updated 4.3 years ago by krithikkm200 • 10
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VOLUME - WEIGHT RELATIONSHIP:
geotechnical engineering updated 4.2 years ago by krithikkm200 • 10
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cohesive soil and non cohesive soil
geotechnical engineering updated 4.2 years ago by krithikkm200 • 10
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WATER CONTENT METHOD
geotechnical engineering updated 4.2 years ago by krithikkm200 • 10
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Plasticity of Soil
geotechnical engineering updated 4.3 years ago by teamques10 ★ 70k
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