McqMate
1. |
The temperature reinforcement in the vertical slab of a T-shaped R.C. retaining wall is |
A. | not needed |
B. | provided equally on inner and front faces |
C. | provided more on inner face than on front face |
D. | provided more on front face than on inner face |
Answer» D. provided more on front face than on inner face |
2. |
Bulking of sand is maximum if moisture content is about |
A. | 2 % |
B. | 4 % |
C. | 6 % |
D. | 10 % |
Answer» B. 4 % |
3. |
Diagonal tension in a beam |
A. | is maximum at neutral axis |
B. | decreases below the neutral axis and increases above the neutral axis |
C. | increases below the neutral axis and decreases above the neutral axis |
D. | remains same |
Answer» C. increases below the neutral axis and decreases above the neutral axis |
4. |
According to IS: 4561978, the column or the strut is the member whose effective length is greater than |
A. | the least lateral dimension |
B. | 2 times the least lateral dimension |
C. | 3 times the least lateral dimension |
D. | 4 times the least lateral dimension |
Answer» C. 3 times the least lateral dimension |
5. |
When shear stress exceeds the permissible limit in a slab, then it is reduced by |
A. | increasing the depth |
B. | providing shear reinforcement |
C. | using high strength steel |
D. | using thinner bars but more in number |
Answer» A. increasing the depth |
6. |
The diameter of ties in a column should be |
A. | more than or equal to one fourth of diameter of main bar |
B. | more than or equal to 5 mm |
C. | more than 5 mm but less than one-fourth of diameter of main bar |
D. | more than 5 mm and also more than one-fourth of diameter of main bar |
Answer» D. more than 5 mm and also more than one-fourth of diameter of main bar |
7. |
In counterfort retaining walls, the main reinforcement in the stem at support is |
A. | not provided |
B. | provided only on inner face |
C. | provided only on front face |
D. | provided both on inner and front faces |
Answer» B. provided only on inner face |
8. |
Due to shrinkage stresses, a simply supported beam having reinforcement only at bottom tends to |
A. | deflect downward |
B. | deflect upward |
C. | deflect downward or upward |
D. | none of the above |
Answer» A. deflect downward |
9. |
The purpose of reinforcement in pre-stressed concrete is |
A. | to provide adequate bond stress |
B. | to resist tensile stresses |
C. | to impart initial compressive stress in concrete |
D. | all of the above |
Answer» C. to impart initial compressive stress in concrete |
10. |
Select the correct statement |
A. | elastic modulus of high tensile steel is nearly the same as that of mild steel |
B. | elastic modulus of high tensile steel is more than that of mild steel |
C. | carbon percentage in high carbon steel is less than that in mild steel |
D. | high tensile steel is cheaper than mild steel |
Answer» A. elastic modulus of high tensile steel is nearly the same as that of mild steel |
11. |
Due to circumferential action of the spiral in a spirally reinforced column |
A. | capacity of column is decreased |
B. | ductility of column reduces |
C. | capacity of column is decreased but ductility of column increases |
D. | both the capacity of column and ductility of column increase |
Answer» D. both the capacity of column and ductility of column increase |
12. |
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be |
A. | 0.75 - 0.80 |
B. | 0.80 - 0.85 |
C. | 0.85 - 0.92 |
D. | above 0.92 |
Answer» D. above 0.92 |
13. |
Workability of concrete is directly proportional to |
A. | aggregate cement ratio |
B. | time of transit |
C. | grading of the aggregate |
D. | all of above |
Answer» C. grading of the aggregate |
14. |
Critical section for shear in case of flat slabs is at a distance of |
A. | effective depth of slab from periphery of column/drop panel |
B. | d/2 from periphery of column/capital/ drop panel |
C. | at the drop panel of slab |
D. | at the periphery of column |
Answer» B. d/2 from periphery of column/capital/ drop panel |
15. |
For road pavements, the cement generally used, is |
A. | ordinary portland cement |
B. | rapid hardening cement |
C. | low heat cement |
D. | blast furnace slag cement |
Answer» B. rapid hardening cement |
16. |
Pick up the incorrect statement from the following: |
A. | space between the exterior walls of a warehouse and bag piles should be 30 cm |
B. | cement bags should preferably be piled on wooden planks |
C. | width and height of the pile should not exceed 3 m and 2.70 m respectively |
D. | none of these |
Answer» D. none of these |
17. |
For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine's theory |
A. | is always less than 1 |
B. | is always greater than 1 |
C. | can be more than 1 |
D. | can be less than 1 |
Answer» A. is always less than 1 |
18. |
Addition of pozzolana to ordinary port land cement, causes |
A. | decrease in early strength |
B. | reduction in chemical action with sulphates |
C. | increase in shrinkage |
D. | all the above |
Answer» D. all the above |
19. |
Pick up the correct statement from the following: |
A. | the maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm |
B. | the maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm |
C. | the material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt |
D. | all the above |
Answer» D. all the above |
20. |
For construction of structures in sea water, the cement generally preferred to, is |
A. | portland-pozzolana cement |
B. | quick setting cement |
C. | low heat portland cement |
D. | rapid hardening cement |
Answer» A. portland-pozzolana cement |
21. |
Curing of pavements, floors, roofs and slabs, is done by |
A. | membrane method |
B. | ponding method |
C. | covering surface with bags |
D. | sprinkling water method |
Answer» B. ponding method |
22. |
Pick up the correct statement from the following: |
A. | construction joints are necessarily planned for their locations |
B. | expansion joints are provided to accommodate thermal expansion |
C. | construction joints are provided to control shrinkage cracks |
D. | all the above |
Answer» D. all the above |
23. |
The bulk density of aggregates, depends upon |
A. | shape |
B. | grading |
C. | compaction |
D. | all the above |
Answer» D. all the above |
24. |
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively |
A. | compressive and tensile |
B. | tensile and compressive |
C. | both compressive |
D. | both tensile |
Answer» B. tensile and compressive |
25. |
The main object of compaction of concrete, is: |
A. | to eliminate air holes |
B. | to achieve maximum density |
C. | to provide intimate contact between the concrete and embedded materials |
D. | all the above |
Answer» D. all the above |
26. |
Which of the following has high tensile strength? |
A. | plain hot rolled wires |
B. | cold drawn wires |
C. | heat treated rolled wires |
D. | all have same tensile strength |
Answer» B. cold drawn wires |
27. |
Concrete gains strength due to |
A. | chemical reaction of cement with sand and coarse aggregates |
B. | evaporation of water from concrete |
C. | hydration of cement |
D. | all the above |
Answer» C. hydration of cement |
28. |
To determine the modulus of rupture, the size of test specimen used is |
A. | 150 × 150 × 500 mm |
B. | 100 × 100 × 700 mm |
C. | 150 × 150 × 700 mm |
D. | 100 × 100 × 500 mm |
Answer» C. 150 × 150 × 700 mm |
29. |
Tricalcium aluminate (C3A) |
A. | reacts fast with water |
B. | generates less heat of hydration |
C. | causes initial setting and early strength of cement |
D. | does not contribute to develop ultimate strength |
Answer» B. generates less heat of hydration |
30. |
If the various concrete ingredients i.e. cement, sand and aggregates are in the ratio of 1:3:6, the grade of concrete, is |
A. | m 100 |
B. | m 150 |
C. | m 200 |
D. | m 250 |
Answer» A. m 100 |
31. |
Admixtures which cause early setting and hardening of concrete are called |
A. | workability admixtures |
B. | accelerators |
C. | retarders |
D. | air entraining agents |
Answer» B. accelerators |
32. |
Pick up the correct statement from the following: |
A. | sand stones may be divided into calcareous, siliceous and ferruginous sand stones |
B. | concrete using sand stones, cracks due to excessive shrinkage |
C. | broken bricks produce a concrete having good fire resisting qualities |
D. | all the above |
Answer» D. all the above |
33. |
Pick up the incorrect statement from the following: |
A. | admixtures accelerate hydration |
B. | admixtures make concrete water proof |
C. | admixtures make concrete acid proof |
D. | admixtures give high strength |
Answer» A. admixtures accelerate hydration |
34. |
For a reinforced concrete section, the shape of shear stress diagram is |
A. | wholly parabolic |
B. | wholly rectangular |
C. | parabolic above neutral axis and rectangular below neutral axis |
D. | rectangular above neutral axis and parabolic below neutral axis |
Answer» C. parabolic above neutral axis and rectangular below neutral axis |
35. |
Allowable shear strength of concrete, depends upon |
A. | shear strength |
B. | tensile strength |
C. | compressive strength |
D. | none of these |
Answer» A. shear strength |
36. |
In slump test, each layer of concrete is compacted by a steel rod 60 cm long and of 16 mm diameter for |
A. | 20 times |
B. | 25 times |
C. | 30 times |
D. | 50 times |
Answer» B. 25 times |
37. |
The individual variation between test strength of sample should not be more than |
A. | ±5 % of average |
B. | ± 10 % of average |
C. | ± 15 % of average |
D. | ±20 % of average |
Answer» C. ± 15 % of average |
38. |
Pick up the incorrect statement from the following: |
A. | concrete for which preliminary tests are conducted, is called controlled concrete |
B. | bulking of sand depends upon the fineness of grains |
C. | concrete mix 1 : 6 : 12, is used for mass concrete in piers |
D. | all the above |
Answer» D. all the above |
39. |
The slab is designed as one way if the ratio of long span to short span is |
A. | less than 1 |
B. | between 1 and 1.5 |
C. | between 1.5 and 2 |
D. | greater than 2 |
Answer» D. greater than 2 |
40. |
For the construction of cement concrete dams, the maximum permissible size of the aggregates, is |
A. | 40 mm |
B. | 50 mm |
C. | 60 mm |
D. | 70 mm |
Answer» A. 40 mm |
41. |
Pick up the incorrect statement from the following: |
A. | with passage of time, the strength of cement increases |
B. | with passage of time, the strength of cement decreases |
C. | after a period of 24 months, the strength of cement reduces to 50% |
D. | the concrete made with storage deteriorated cement, gains strength with time |
Answer» A. with passage of time, the strength of cement increases |
42. |
To hydrate 500kg of cement full water needed, is |
A. | 100 kg |
B. | 110 kg |
C. | 120 kg |
D. | 130 kg |
Answer» D. 130 kg |
43. |
Pick up the correct statement from the following: |
A. | a highly absorptive aggregate reduces the workability of concrete considerably |
B. | the specific gravity of aggregate is important for the determination of the moisture content |
C. | the absorption and porosity of an aggregate influence the property of the concrete |
D. | all the above |
Answer» D. all the above |
44. |
In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on |
A. | front face only |
B. | inner face only |
C. | both front face and inner face |
D. | none of the above |
Answer» A. front face only |
45. |
Under normal conditions using an ordinary cement, the period of removal of the form work, is: |
A. | 7 days for beam soffits |
B. | 14 days for bottom slabs of spans 4.6 m and more |
C. | 21 days for bottom beams over 6 m spans |
D. | all the above |
Answer» D. all the above |
46. |
Water cement ratio is generally expressed in volume of water required per |
A. | 10 kg |
B. | 20 kg |
C. | 30 kg |
D. | 50 kg |
Answer» D. 50 kg |
47. |
To ensure constant moisture content in aggregates |
A. | area of each aggregate pile should be large |
B. | height of each aggregate pile should not exceed 1.50 m |
C. | aggregate pile should be left for 24 hours before aggregates are used |
D. | all the above |
Answer» D. all the above |
48. |
Pick up the correct statement from the following: |
A. | cement should be mixed for at least one minute |
B. | 10% of water is placed in the rotating drum before adding dry material |
C. | 10% of water is added after placing the other ingredients in the drum |
D. | all the above |
Answer» D. all the above |
49. |
The average permissible stress in bond for plain bars in tension is |
A. | increased by 10% for bars in compression |
B. | increased by 25% for bars in compression |
C. | decreased by 10% for bars in compression |
D. | decreased by 25% for bars in compression |
Answer» B. increased by 25% for bars in compression |
50. |
Concrete mainly consists of |
A. | cement |
B. | aggregates |
C. | water |
D. | all the above |
Answer» D. all the above |
51. |
For the construction of thin R.C.C. structures, the type of cement to be avoided, is |
A. | ordinary portland cement |
B. | rapid hardening cement |
C. | low heat cement |
D. | blast furnace slag cement |
Answer» D. blast furnace slag cement |
52. |
Which of the following R.C. retaining walls is suitable for heights beyond 6 m? |
A. | l-shaped wall |
B. | t-shaped wall |
C. | counterfort type |
D. | all of the above |
Answer» C. counterfort type |
53. |
For batching 1:3:6 concrete mix by volume, the ingredients required per bag of 50 kg cement, are: |
A. | 70 litres of sand and 120 litres of aggregates |
B. | 70 kg of sand and 140 litres of aggregates |
C. | 105 litres of sand and 140 litres of aggregates |
D. | 105 litres of sand and 210 litres of aggregates |
Answer» D. 105 litres of sand and 210 litres of aggregates |
54. |
A concrete using an air entrained cement |
A. | has strength less than 10% to 15% |
B. | has more resistance to weathering |
C. | is more plastic and workable |
D. | is free from segregation and bleeding |
Answer» C. is more plastic and workable |
55. |
Pick up the correct statement from the following: |
A. | segregation is necessary for a workable concrete |
B. | consistency does not affect the workability of concrete |
C. | if the concrete mix is dry, the slump is maximum |
D. | none of these |
Answer» D. none of these |
56. |
The surface where two successive placements of concrete meet, is known as |
A. | contraction joint |
B. | expansion joint |
C. | construction joint |
D. | both (a) and (b) |
Answer» C. construction joint |
57. |
A beam curved in plan is designed for |
A. | bending moment and shear |
B. | bending moment and torsion |
C. | shear and torsion |
D. | bending moment, shear and torsion |
Answer» D. bending moment, shear and torsion |
58. |
Pick up the correct statement from the following: |
A. | water cement paste hardens due to hydration |
B. | during hardening cement binds the aggregates together |
C. | cement provides strength, durability and water tightness to the concrete |
D. | all the above |
Answer» D. all the above |
59. |
'Ware house pack' of cement means |
A. | full capacity of the ware house |
B. | pressure exertion of the bags of upper layers |
C. | pressure compaction of the bags on lower layers |
D. | packing the ware house |
Answer» C. pressure compaction of the bags on lower layers |
60. |
High carbon content in the steel causes |
A. | decrease in tensile strength but increase in ductility |
B. | increase in tensile strength but decrease in ductility |
C. | decrease in both tensile strength and ductility |
D. | increase in both tensile strength and ductility |
Answer» B. increase in tensile strength but decrease in ductility |
61. |
Particles of 0.002 mm size are that of |
A. | clay |
B. | sand |
C. | gravel |
D. | none of these |
Answer» A. clay |
62. |
Ultimate strength of cold drawn high steel wires |
A. | increases with increase in diameter of bar |
B. | decreases with increase in diameter of bar |
C. | does not depend on diameter of bar |
D. | none of the above |
Answer» B. decreases with increase in diameter of bar |
63. |
The cement whose strength is a little lower than the ordinary cement during the first three months but attains afterwards the same strength, is known as |
A. | low-heat portland cement |
B. | rapid hardening portland cement |
C. | portland blast slag cement |
D. | portland pozzolana cement |
Answer» A. low-heat portland cement |
64. |
The dimensions of a 35 litre forma for measuring aggregates by volume, are: |
A. | length 30 cm, breadth 25 cm, height 30 cm |
B. | length 39 cm, breadth 25 cm, height 32 cm |
C. | length 27 cm, breadth 27 cm, height 48 cm |
D. | length 220 cm, breadth 25 cm, height 40 cm |
Answer» C. length 27 cm, breadth 27 cm, height 48 cm |
65. |
Ratio of permissible stress in direct compression and bending compression is |
A. | less than 1 |
B. | between 1 and 1.5 |
C. | between 1.5 and 2.0 |
D. | greater than 2 |
Answer» A. less than 1 |
66. |
Concrete containing |
A. | siliceous aggregates, has higher co-efficient of expansion |
B. | igneous aggregates, has intermediate coefficient of expansion |
C. | lime stones, has lowest co-efficient of expansion |
D. | all the above |
Answer» D. all the above |
67. |
The lower water cement ratio in concrete, introduces |
A. | smaller creep and shrinkage |
B. | greater density and smaller permeability |
C. | improved frost resistance |
D. | all the above |
Answer» D. all the above |
68. |
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on |
A. | the front face in one direction |
B. | the front face in both directions |
C. | the inner face in one direction |
D. | the inner face in both directions |
Answer» C. the inner face in one direction |
69. |
The aggregate containing moisture in pores and having its surface dry, is known as |
A. | moist aggregates |
B. | very dry aggregates |
C. | dry aggregates |
D. | saturated surface dry aggregate |
Answer» D. saturated surface dry aggregate |
70. |
Pick up the correct statement from the following: |
A. | construction joints in columns are provided a few cm below the junction of beam |
B. | construction joints in columns are provided at the bottom hunching |
C. | construction joints in beams and slabs are provided within middle third |
D. | all the above |
Answer» D. all the above |
71. |
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is |
A. | 0.43 d |
B. | 0.55 d |
C. | 0.68 d |
D. | 0.85 d |
Answer» A. 0.43 d |
72. |
Pick up the correct proportions of chemical ingredients of cement |
A. | lime : silica : alumina : iron oxide : 63 : 22 : 6 : 3 |
B. | silica : lime : alumina : iron oxide : 63 : 22 : 6 : 3 |
C. | alumina : silica : lime : iron oxide : 63 : 22 : 6 : 3 |
D. | iron oxide : alumina : silica : lime : 63 : 22 : 6 : 3 |
Answer» A. lime : silica : alumina : iron oxide : 63 : 22 : 6 : 3 |
73. |
Internal friction between the ingredients of concrete, is decreased by using |
A. | less water |
B. | fine aggregates |
C. | rich mix |
D. | more water and coarse aggregates |
Answer» D. more water and coarse aggregates |
74. |
Pick up the correct statement from the following: |
A. | the quality of water governs the strength of concrete |
B. | 10% excess of water reduces the strength of concrete by 15% |
C. | 30% excess of water reduces the strength of concrete by 50% |
D. | all the above |
Answer» D. all the above |
75. |
Pick up the correct statement from the following: |
A. | lime in excess, causes the cement to expand and disintegrate |
B. | silica in excess, causes the cement to set slowly |
C. | alumina in excess, reduces the strength of the cement |
D. | all the above |
Answer» D. all the above |
76. |
If the effective plan area of a warehouse is 54 sq. m, and maximum height of piles permitted is 270 cm, the number of cement bags to be stored, is |
A. | 2000 bags |
B. | 2200 bags |
C. | 2400 bags |
D. | 2700 bags |
Answer» D. 2700 bags |
77. |
The property of fresh concrete, in which the water in the mix tends to rise to the surface while placing and compacting, is called |
A. | segregation |
B. | bleeding |
C. | bulking |
D. | creep |
Answer» B. bleeding |
78. |
Workability of concrete for a given water content is good if the aggregates, are |
A. | rounded aggregate |
B. | irregular aggregate |
C. | angular aggregate |
D. | flaky aggregates |
Answer» A. rounded aggregate |
79. |
For preparing ordinary concrete, the quantity of water used, is |
A. | 5% by weight of aggregates plus 20% of weight of cement |
B. | 10% by weight of aggregates plus 10% of weight of cement |
C. | 5% by weight of aggregates plus 30% of weight of cement |
D. | 30% by weight of aggregates plus 10% of weight of cement |
Answer» C. 5% by weight of aggregates plus 30% of weight of cement |
80. |
Finer grinding of cement |
A. | affects only the early development of strength |
B. | affects only the ultimate strength |
C. | both (a) and (b) |
D. | does not affect the strength |
Answer» A. affects only the early development of strength |
81. |
The light weight aggregates are obtained from |
A. | sedimentary rocks |
B. | metamorphic rocks |
C. | igneous rocks |
D. | volcanic source |
Answer» D. volcanic source |
82. |
The aggregate impact value of the aggregate used in |
A. | building concrete is less than 45 |
B. | road pavement concrete is less than 30 |
C. | runway concrete is less than 30 |
D. | all the above |
Answer» D. all the above |
83. |
For walls, columns and vertical faces of all structural members, the form work is generally removed after |
A. | 24 to 48 hours |
B. | 3 days |
C. | 7 days |
D. | 14 days |
Answer» A. 24 to 48 hours |
84. |
Efflorescence in cement is caused due to an excess of |
A. | alumina |
B. | iron oxide |
C. | silica |
D. | alkalis |
Answer» D. alkalis |
85. |
For given workability the grading requiring the least amount of water is one that gives |
A. | greatest surface area for the given cement and aggregates |
B. | least surface area for the given cement and aggregates |
C. | least weight for the given cement and aggregates |
D. | greatest weight for the given cement and aggregates |
Answer» A. greatest surface area for the given cement and aggregates |
86. |
Minimum pitch of transverse reinforcement in a column is |
A. | the least lateral dimension of the member |
B. | sixteen times the smallest diameter of longitudinal reinforcement bar to be tied |
C. | forty-eight times the diameter of transverse reinforcement |
D. | lesser of the above three values |
Answer» D. lesser of the above three values |
87. |
Pick up the incorrect statement applicable to the field test of good cement. |
A. | when one thrusts one\s hand into a bag of cement, one should feel warm |
B. | the colour of the cement is bluish |
C. | by rubbing cement in between fingers, one should feed rough |
D. | all the above |
Answer» D. all the above |
88. |
An aggregate is known as cyclopean aggregate if its size is more than |
A. | 4.75 mm |
B. | 30 mm |
C. | 60 mm |
D. | 75 mm |
Answer» D. 75 mm |
89. |
Workability of concrete mix with low water cement ratio is determined by |
A. | tensile strength test |
B. | slump test |
C. | compaction factor test |
D. | flexural strength test |
Answer» C. compaction factor test |
90. |
The effect of creep on modular ratio is |
A. | to decrease it |
B. | to increase it |
C. | either to decrease or to increase it |
D. | to keep it unchanged |
Answer» B. to increase it |
91. |
The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is |
A. | rounded aggregate |
B. | irregular aggregate |
C. | angular aggregate |
D. | flaky aggregate |
Answer» A. rounded aggregate |
92. |
The maximum percentage of chemical ingredient of cement is that of |
A. | magnesium oxide |
B. | iron oxide |
C. | silica |
D. | lime |
Answer» D. lime |
93. |
The commercial name of white and coloured cement in India, is |
A. | colorcrete |
B. | silvicrete |
C. | snowcem |
D. | all the above |
Answer» D. all the above |
94. |
An excess of flaky particles in concrete aggregates |
A. | decreases the workability |
B. | increases the quantity of water and sand |
C. | more than 15% are not desirable |
D. | all the above |
Answer» D. all the above |
95. |
Increase in the moisture content in concrete |
A. | reduces the strength |
B. | increases the strength |
C. | does not change the strength |
D. | all of the above |
Answer» A. reduces the strength |
96. |
The 28 days cube strength of mass concrete using aggregates of maximum size 5 cm for gravity dams should be |
A. | between 150 to 300 kg/cm2 |
B. | between 350 to 600 kg/cm2 |
C. | between 150 to 500 kg/cm2 |
D. | below 200 kg/cm2 |
Answer» D. below 200 kg/cm2 |
97. |
Select the incorrect statement |
A. | lean mixes bleed more as compared to rich ones. |
B. | bleeding can be minimized by adding pozzolana finer aggregate |
C. | bleeding can be increased by addition \of calcium chloride |
D. | none of the above |
Answer» D. none of the above |
98. |
Permissible compressive strength of M 150 concrete grade is |
A. | 100 kg/cm2 |
B. | 150 kg/cm2 |
C. | 200 kg/cm2 |
D. | 250 kg/cm2 |
Answer» C. 200 kg/cm2 |
99. |
Cement used for normal concrete construction, is obtained by burning a mixture of |
A. | siliceous and argillaceous materials |
B. | argillaceous and calcareous materials |
C. | siliceous and calcareous materials |
D. | siliceous, argillaceous and calcareous materials |
Answer» D. siliceous, argillaceous and calcareous materials |
100. |
As compared to ordinary Portland cement, high alumina cement has |
A. | higher initial setting time but lower final setting time |
B. | lower initial setting time but higher final setting time |
C. | higher initial and final setting times |
D. | lower initial and final setting times |
Answer» A. higher initial setting time but lower final setting time |
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