Terzaghi's bearing capacity factors Nc, Nq and Nr are functions of
Anonymous Quiz
9%
(A) Cohesion only
53%
(B) Angle of internal friction only
38%
(C) Both cohesion and angle of internal friction
1%
(D)None of the above
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Environmental Engineering | ચણતર અને ઘડતર 2.0 | Ep- 03| WebSankul Civil Engineering
Environmental Engineering |ચણતર અને ઘડતર 2.0 |Ep03| AMC-TSનો છેલ્લો વાર Officer બનવાનું સપનું થશે સાકાર| AMC-Technical Supervisor | Civil Engineer | Concept through Questions | નવા અભ્યાસક્રમ પ્રમાણે બનાવેલા Most IMP Questions | WebSankul Civil Engineering…
Ep.03 Chantar Ghadtar 2.0 Enviornmental Engineering.pdf
1.3 MB
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🗒 Lecture PDF Ep 03:- Environmental Engineering 💥
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☑️ Civil Talks 🏗️🆕 New Beginning of Concept Learning ✨#civiltalk #concept #ipl2024 #viral #shorts
☑️ Civil Talks 🏗️🆕 New Beginning of Concept Learning ✨ #civiltalk #concept #learning#ipl2024 #hardikpandya #rcb #viral #shorts #civilengineering #youtubesh...
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Two contour lines, having the same elevation
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46%
(A) Cannot cross each other
22%
(B) Can cross each other
11%
(C) Cannot unite together
21%
(D) Can unite together
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In levelling operation,
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37%
(A) The first sight on any change point is a back sight
11%
(B) The second sight on any change point is a fore sight
18%
(C) The line commences with a fore sight and closes with a back sight
34%
(D) The line commences with a back sight and closes with a foresight
The length of a traverse leg may be obtained by multiplying the latitude and
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22%
(A) Secant of its reduced bearing
16%
(B) Sine of its reduced bearing
38%
(C) Cosine of its reduced bearing
23%
(D) Tangent of its reduced bearing
Tilt of the staff in stadia tacheometry increases the intercept if it is
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27%
(A) Away from the telescope pointing down hill
36%
(B) Towards the telescope pointing up-hill
32%
(C) Away from the telescope pointing up-hill
6%
(D)None of these
In a lemniscate curve the ratio of the angle between the tangent at the end of the polar ray and the straight, and the angle between the polar ray and the straight, is
Anonymous Quiz
12%
(A) 2
17%
(B) 3
50%
(C) 4/3
21%
(D)3/2
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Raambaan 2.0 -Geo Technical Engineering.pdf
29.4 MB
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