License Preparation NepalNEC CIVILGitBook practice — Set 8 (Poush, 2081)
Full marks: 80 · Questions: 80
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AMixing of different sizes of sand particles
DSwelling of sand when wetted
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A64πd4 B12πd4 C16πd4 D56πd4 05Question bank
Crough or detailed estimate
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Cna+1ν 07Question bank
Bdeposited at the bottom of the lakes
Ctransported by running water
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Aperpendicular to each other
Cintersecting lines at 90∘ to each other Dintersecting lines at 45∘ to each other 09Question bank
Aincreases with the increase in liquid limit
Bdecreases with the increase in liquid limit
Cincreases with the decrease in plastic limit
Ddecreases with the increase in plastic limit
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Bwhen the retaining wall has no movement relative to the back fill
Cwhen the retaining wall tends to move away from the backfill
Dwhen the retaining wall moves into the soil
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Astress deformation characteristics of sand
Brelative density of the sand
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Adischarge in the steam with the variation of temperature
Bdischarge in the stream with the stage
Cdischarge in the steam with water surface slope
Ddischarge in the steam with the velocity of flow
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Astructural member subjected to transverse loads
Bstructural member subjected to axial loads only
Cstructural member subjected to seismic loads only
Dstructural member subjected to transverse loads only
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Ainadequate drainage facilities
Cpresence of impermeable strata
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Aits discharge is constant
Bthe silt grade and the silt charge are constant
Cit flows in incoherent unlimited alluvium of the same character as that transported material
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ALarge capacity inflow ratio
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BWhere rock falls are cause due to high external pressure and tensile stress
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ATo develop the same frequency during different load condition
BTo develop the different frequency during different load condition
CTo develop the same power
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Aload at which sufficient number of elastic hinges are formed
Bload at which sufficient number of plastic hinges are not formed
Cload at which sufficient number of plastic hinges are formed
Dload at which structure fails
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AReinforced Cement Concrete
BReinforced Concrete Cement
CReinforced Combined Cement
DReinforced Constituent Cement
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Dbase of the foundation, subgrade and foundation soil
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Blight traffic as of cycles too that of heavy traffic as of trucks
Cpedestrians + animal drawn coaches + lorries
Dslow moving and fast moving traffic
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ARestricting the entry in one side
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Cimplementation of law and regulation
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BCastigliano first theorem
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A9.5RV B9.8RV C9.5RV2 D9.8RV2 60Question bank
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ADissolved solid = Total solid + Suspended solid
BDissolved solid = Total solid - Suspended solid
CTotal solid = Dissolved solid / Suspended solid
DDissolved solid = Suspended solid - Total solid
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AEfficient, free and rapid flow of traffic with least priority given to accidents
BEfficient, free and rapid flow of traffic with fewer accidents
CEfficient and rapid flow of traffic
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ADesign Strength = Ultimate strength / Partial factor of safety
BDesign Strength = Ultimate strength + Partial factor of safety
CDesign Strength = Ultimate strength × Partial factor of safety
DDesign Strength = Ultimate strength - Partial factor of safety
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Aqf=5.7c+σ Bqf=cNc+σNq+0.5γBNγ Cqf=cNc+σNq Dqf=cNc 73Question bank
B102,N C10−5,N D105,N 74Question bank
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A150 cm, 1150 hectares/cumec
B180 cm, 1825 hectares/cumec
C200 cm, 1728 hectares/cumec
D195 cm, 1920 hectares/cumec
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AσcAc+mσcAw Bσc(A−Aw)+mσcAw Cσc[A+(m−1)Asc] 78Question bank
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