The addition of silica fume in concrete mainly reduces
Anonymous Quiz
20%
Setting time
62%
Heat of hydration
14%
Permeability
4%
Bleeding only
🏆3
The resistance of cement concrete to sulphate attack increases with
Anonymous Quiz
37%
Increase in C₃A content
45%
Decrease in C₃A content
7%
Increase in free lime
10%
Higher alkali content
❤1🏆1
In project crashing, the least economical activity to crash is the one with
Anonymous Quiz
21%
Highest cost slope
21%
Zero float
50%
Minimum normal cost
7%
Maximum duration
The storage coefficient of a confined aquifer is mainly governed by
Anonymous Quiz
77%
Compressibility of aquifer and water
8%
Capillary pressure
5%
Porosity
9%
Specific yield
🏆1
A contour map showing concentric closed contours with decreasing values inward represents
Anonymous Quiz
16%
Hill
25%
Saddle point
9%
Ridge
49%
Depression
In a continuous beam, redistribution of moments is possible because of
Anonymous Quiz
3%
Material linearity
66%
Redundancy of supports
25%
Plastic rotation capacity
6%
Elastic behavior
The principal cause of plastic shrinkage cracking in concrete is
Anonymous Quiz
5%
Chemical reaction
88%
Rapid evaporation of surface moisture
5%
Excess cement
2%
Aggregate segregation
❤1🏆1
In PERT analysis, the expected time of an activity is calculated using
Anonymous Quiz
9%
Arithmetic mean of three time estimates
25%
Difference between pessimistic and optimistic times
5%
Most likely time only
60%
Weighted average of optimistic, most likely, and pessimistic times
Extended aeration process is mainly preferred when
Anonymous Quiz
3%
Land is scarce
15%
Influent BOD is low
14%
Primary treatment is absent
67%
Sludge production must be minimized
🏆1
In precise leveling, the effect of collimation error is eliminated by
Anonymous Quiz
75%
Equal back sight and fore sight distances
4%
Use of staff bubble
20%
Reciprocal observations
0%
Short sights
🏆1
In stiffness method, joint equilibrium equations are written in terms of
Anonymous Quiz
12%
Forces
27%
Moments only
55%
Displacements
6%
Energy terms
❤1
Carbonation depth in concrete increases with
Anonymous Quiz
7%
Lower permeability
24%
Higher cement content
18%
Lower relative humidity
50%
Higher water–cement ratio
The concept of event slack is applicable only when
Anonymous Quiz
6%
Multiple critical paths exist
84%
Events are common to more than one activity
8%
Dummy activities are present
2%
Network is acyclic
🫡5🎉2
Break-point chlorination refers to
Anonymous Quiz
23%
Maximum chlorine residual
60%
Complete oxidation of ammonia
10%
Minimum chlorine dose
7%
Chlorine demand only
Local attraction in compass surveying can be detected when
Anonymous Quiz
68%
Fore bearing equals back bearing ±180°
23%
Sum of interior angles is incorrect
4%
Bearings differ by 90°
5%
Declination is zero
In the principle of virtual work, compatibility is satisfied because
Anonymous Quiz
4%
Loads are real
12%
Displacements are imaginary
9%
Structure is assumed elastic
75%
Virtual displacements are kinematically admissible
🏆2
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