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Test your basic knowledge |
Civil Engineering Materials
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Subject
:
engineering
Instructions:
Answer 50 questions in 15 minutes.
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Match each statement with the correct term.
Don't refresh. All questions and answers are randomly picked and ordered every time you load a test.
This is a study tool. The 3 wrong answers for each question are randomly chosen from answers to other questions. So, you might find at times the answers obvious, but you will see it re-enforces your understanding as you take the test each time.
1. Consolidation - strike off - depress agg - darby or bull float - (TIME) - edging - jointing - floating - (TIME) - texturing - curing
patches
Curing Types
self consolidating concrete SCC
Concrete Construction
2. Trim subgrade - moisten subgrade - compact (use vibratory roller) - do NOT deposit frozen subgrade or disturb it - uniform - NO water added in front of paver -
Concrete Construction
Steps to place concrete
Type IV Cement
high fineness
3. Moderate Sulfate Resistance- large piers
C3S
Type II Cement
pozzolan
water bleeding or pumping
4. Freeze-thaw cycles - bad curing or too much water
slump
capillary voids
entrapped air
scaling
5. Do NOT dump in separate piles - deposit in large piles -
slump
interlayer hyrdration space
angular and rough agg
Deposit concrete
6. Cement+sand
mortar
Water Cement Ratio
pozzolan
concrete
7. High sulfate resistence -
Type V Cement
Type IV Cement
Concrete Construction
Sedimentary
8. Early stength at faster rate - for cold temps
Deposit concrete
longitudinal cracking
C3S
Accelerators Admixture 5
9. Delay initial set - for long hauls or unusual placement
Consolidate
Igneous
Retarder Admixutre 3
angular and rough agg
10. Ponding/immersion - spraying/fogging - wet coverings -impervious papers/plastic sheets - membrane forming - steam - insulating blankets/covers - electric/hot oil/ infrared -
Type II Cement
Curing Types
ball mill
Retarder Admixutre 3
11. Heavy traffic
Corner break
Cement compounds
joint faulting
Igneous
12. Ups capilary voids - lowers strength
Excess water
well graded mix (med fineness)
self consolidating concrete SCC
Hydration Contoller Admixture 4
13. Cement+water
metamorphic
paste
longitudinal cracking
fineness modulus
14. Crush clinker into super fine powder
ball mill
plastic shrinkage
well graded mix (med fineness)
Water Cement Ratio
15. Normal- for general work
Type IV Cement
plastic shrinkage
Potable Water
Type I Cement
16. By vibrating - otherwise rock pockets occure -
water-reducer
Consolidate
concrete
Type V Cement
17. Nonpotable/potable >90% - the acceptable
Potable Water
Type V Cement
gypsum
Accelerators Admixture 5
18. Space between layers in CSH - water in interparticle space held by hydrogen bonds
patches
angular and rough agg
interlayer hyrdration space
3 point loading flexure test
19. Cement paste has bulk SG< cement particles
capillary voids
Type III Cement
Air Entrainer Admixture 1
slump
20. Air bubbles for sapce for water to expand when freezes
well graded mix (med fineness)
Air Entrainer Admixture 1
gypsum
water-reducer
21. Stop and reactivate hydration process
longitudinal cracking
Air Entrainer Admixture 1
Cement compounds
Hydration Contoller Admixture 4
22. Ups set time
slump
Type V Cement
plastic shrinkage
pozzolan
23. Distributes cement grains - cement becomes more mushy -
Consolidate
Type IV Cement
slump
water-reducer
24. Slow down rate of aluminate hydration -produces sulfate ions - flash set - false set in excess - higher rate of C-S-H (strength)
longitudinal cracking
Consolidate
patches
gypsum
25. Trapped air - reduces strength - ups permeabiity
Sedimentary
Type I Cement
Accelerators Admixture 5
entrapped air
26. Corner was hotter on top than bottom - it warped and lifted - pressure makes corner crack -
Corner break
patches
Cement (Portland) ingredients
fineness modulus
27. Flowable - nonsegregating
Retarder Admixutre 3
self consolidating concrete SCC
Accelerators Admixture 5
ball mill
28. Volcanic - hardening and crystal molten material ex- granite
Cement compounds
entrained air
Igneous
Sedimentary
29. Water beyond SSD condition
free water
patches
Type IV Cement
Curing Types
30. misplaced joints - more specific- spalling- breaking away of edges
Concrete Construction
pozzolan
transverse cracking
joint faulting
31. High Early Strength- fast track projects - we want low set time
Corner break
mortar
Type III Cement
3 point loading flexure test
32. Low stability
Corner break
high fineness
longitudinal cracking
Kiln
33. Heat and pressure ex- marble - quaertzile
mortar
entrapped air
metamorphic
capillary voids
34. Intentional well distributed air - up durability - adds strength
Water Reducer Admixture 2
Potable Water
entrained air
scaling
35. Sum of cumul % retained / 100 - higher= bigger particle sizes= smaller amount of agg needed
3 point loading flexure test
entrained air
fineness modulus
longitudinal cracking
36. Calcareous (calcium) - argillaceous (aluminum) - iron oxide (iron) - gypsum (silicon)
water bleeding or pumping
Retarder Admixutre 3
Cement (Portland) ingredients
Accelerators Admixture 5
37. Near surface water is cause
slump
Type III Cement
Consolidate
water bleeding or pumping
38. Good stability
well graded mix (med fineness)
Kiln
Curing Types
mortar
39. For continued hydration and strength gains - otherwise only 50% strength gained - ups durability and abrasion resistance - prevent shrinkage cracking -
pozzolan
mortar
Curing
Curing Types
40. Loss of water from paste (evap) - 1% vol lowers - cracking - prevent by water loss control -
scaling
Sedimentary
mortar
plastic shrinkage
41. For early strength gain
C3S
Type IV Cement
transverse cracking
Water Cement Ratio
42. From chemicals or excessive drying
Sedimentary
map cracking
entrained air
Retarder Admixutre 3
43. Source of hotgases - biggest piece of moving equipment
well graded mix (med fineness)
self consolidating concrete SCC
Kiln
water bleeding or pumping
44. Tricalcium silicate (C3S) - dicdalcium silicate (C2S) - tricalcium aluminate (C3A) - tetracalcium aluminoferrite (C4AF)
Bag of Cement
Excess water
Cement compounds
free water
45. Low Heat of Hydration- for careful control of heat - dams
capillary voids
Curing
Type IV Cement
Type II Cement
46. Cement+course aggregate
Type IV Cement
Consolidate
concrete
metamorphic
47. Stratified structure - disintegrated exitisting rocks - inorganice remains of marine animals - ex- limestone
slump
Type IV Cement
Water Cement Ratio
Sedimentary
48. makes it mushier because cement grains more distributed
Cement (Portland) ingredients
Accelerators Admixture 5
Water Reducer Admixture 2
Curing
49. max is 12 in - more free water= more slump
concrete
joint faulting
slump
Potable Water
50. Water used for hydration - water beyond SSD - min- .22-.25 - typical- .4-.5 (.44) - lower WC ratio = more strength -
interlayer hyrdration space
Bag of Cement
well graded mix (med fineness)
Water Cement Ratio
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