Estimate the theoretical height of capillary rise in a fine grained soil with effective size of 0.02 mm, and void ratio 0.5. Use Terzaghi and Peck relation. Take the empirical constant as 0.3cm ^ 2
Anonymous Quiz
9%
(a) 0.3 m
45%
(b) 1.2 m
36%
(c) 3 m
11%
(d) 0.6 m
A fully saturated soil has a water content of 200 percent. If G = 2.6 the void ratio is:
Anonymous Quiz
13%
(a) 1.3
25%
(b) 2.6
53%
(c) 5.2
9%
(d) none of the above
👍1
A soil sample has a mass specific gravity of 1.84. Assuming soil to be perfectly dry, the void ratio of soil will be:
Anonymous Quiz
19%
(a) 0.47
42%
(b) 0.57
30%
(c) 0.28
9%
(d) 0.70
The ratio of the unconfined compressive strength of undisturbed soil to the unconfined compressive strength of soil in a remoulded state, is called-
Anonymous Quiz
53%
(a) Sensitivity
27%
(b) Thixotropy
17%
(c) Relative strength
3%
(d) None of the above
The liquid limit and plastic limit of sample are 65% and 29% respectively. The percentage of the soil fraction with grain size finer than 0.002 mm is 24. The activity ratio of the soil sample is:
Anonymous Quiz
11%
(a) 0.50
24%
(b) 1.00
60%
(c) 1.50
4%
(d) 2.00
G.T.S. bench mark is established by
Anonymous Quiz
74%
(a) Survey of India
7%
(b) State P.W.D.
11%
(c) Central P.W.D.
8%
(d) Archaeological dept
👍1
In aerial photogrametry, the longitudinal overlap between two consecutive photographs is kept between :
Anonymous Quiz
48%
(a) 40% and 60%
25%
(b) 50% and 80%
13%
(c) 70% and 90%
14%
(d) 55% and 65%
Remote sensing work where system has no energy source of its own but depends on external source of energy is called
Anonymous Quiz
22%
(a) Active remote sensing
60%
(b) Passive remote sensing
10%
(c) SLAR
7%
(d) LIDAR
Indian remote-sensing satellite series which has a linear image scanning system (LISS) with four bands was introduced in the year:
Anonymous Quiz
28%
(a) 1988
43%
(b) 1996
19%
(c) 1920
10%
(d) 1990
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If the width of a square footing resting on clay is doubled, conferred to original footing, ultimate bearing capacity will be increased by:
Anonymous Quiz
16%
(a) 200%
37%
(b) 400%
15%
(c) 300%
32%
(d) Zero per cent
👍1👌1
Contact pressure for a rigid footing resting on clay at the edge and the centre are ______and______respectively
Anonymous Quiz
20%
(a) Zero; maximum
33%
(b) Minimum; maximum
37%
(c) Maximum; minimum
10%
(d) Maximum; zero
The free fall of hammer for compaction of soil in standard proctor test is
Anonymous Quiz
18%
(a) 10.5 cm
20%
(b) 20.5 cm
53%
(c) 30.5 cm
9%
(d) 405 cm
👌1
The process by which the soil particles artificially rearranged into a closer state of contact by mechanical means in order to decrease the porosity, is known as-
Anonymous Quiz
19%
(a) Consolidation
62%
(b) Compaction
17%
(c) Settlement
2%
(d) None of the above
👍3👌1
A flat of size 160 mm × 10 mm is used as a tension member in a roof truss. It is connected to a gusset plate by chain bolting. Assuming yield stress as
250N / mm ^ 2 the design strength due to yielding of gross section, Tdg is
250N / mm ^ 2 the design strength due to yielding of gross section, Tdg is
Anonymous Quiz
20%
(a) 336.3 kN
38%
(b) 325 kN
26%
(c) 460 kN
16%
(d) 363.6 kN
In an I-section, shear force is shared
Anonymous Quiz
32%
(a) Mostly by web
21%
(b) Mostly by flanges
19%
(c) Uniformly by entire section
28%
(d) Proportional to the respective areas of web and flanges