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Sedimentation analysis is based on the assumption:
Anonymous Quiz
5%
(A) Soil particles are spherical
10%
(B) Particles settle independent of other particles
8%
(C)Walls of the jar do not affect the settlement
77%
(D)All the above
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Compressibility of sandy soils is
Anonymous Quiz
9%
(A) Almost equal to that of clayey soils
40%
(B)Much greater than that of clayey soils
46%
(C)Much less than that of clayey soils
4%
(D)None of the above
The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known
Anonymous Quiz
9%
(A) Liquid limit
69%
(B) Plastic limit
19%
(C) Shrinkage limit
3%
(D)Permeability limit
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The ratio of the weight of given volume of soil solids to the weight of an equal volume of distilled water at the given temperature, is known
Anonymous Quiz
9%
(A) Porosity
62%
(B) Specific gravity
13%
(C) Void ratio
16%
(D)Water content
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The maximum value of effective stress in the past divided by the present value is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is
Anonymous Quiz
20%
(A) Less than 1
18%
(B) 1
60%
(C)More than 1
2%
(D)None of these
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SFD & BMD | Ep 02 | Heart of Structural Engineering | WebSankul Civil Engineering
SFD & BMD | Ep 02 | Heart of Structural Engineering | WebSankul Civil Engineering
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Study of conflict points | Most IMP Topic Of Transportation Engineering | #civilengineering #gpsc
Study of conflict points | Most IMP Topic Of Transportation Engineering | #civilengineering #gpsc #concept #shorts #viral #websankulcivilengineering#civilengineering #gpsccivilengineering #gpsc #prepration #winner #foundation #class1
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Raambaan 2.0 -RCC.pdf
5.5 MB
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A compression member consisting of angle sections may be a
Anonymous Quiz
7%
(A) Continuous member
15%
(B) Discontinuous single angle strut
13%
(C) Discontinuous double angle strut
64%
(D)All the above
The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
Anonymous Quiz
32%
(A) 180
14%
(B) 200
43%
(C) 250
11%
(D) 300
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