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Test your basic knowledge |
Civil Engineering Materials
Start Test
Study First
Subject
:
engineering
Instructions:
Answer 50 questions in 15 minutes.
If you are not ready to take this test, you can
study here
.
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. Air bubbles for sapce for water to expand when freezes
3 point loading flexure test
self consolidating concrete SCC
mortar
Air Entrainer Admixture 1
2. Tricalcium silicate (C3S) - dicdalcium silicate (C2S) - tricalcium aluminate (C3A) - tetracalcium aluminoferrite (C4AF)
entrained air
Type V Cement
Cement compounds
Bag of Cement
3. makes it mushier because cement grains more distributed
Type IV Cement
Water Reducer Admixture 2
angular and rough agg
entrapped air
4. High Early Strength- fast track projects - we want low set time
3 point loading flexure test
metamorphic
Water Cement Ratio
Type III Cement
5. Volcanic - hardening and crystal molten material ex- granite
self consolidating concrete SCC
Igneous
paste
patches
6. Flowable - nonsegregating
Hydration Contoller Admixture 4
Kiln
self consolidating concrete SCC
Type IV Cement
7. Distributes cement grains - cement becomes more mushy -
water-reducer
Steps to place concrete
Curing
Type III Cement
8. To increase stability of materials - reduce rutting
interlayer hyrdration space
Curing
C3S
angular and rough agg
9. 94 lbs
3 point loading flexure test
Bag of Cement
Cement compounds
fineness modulus
10. Water used for hydration - water beyond SSD - min- .22-.25 - typical- .4-.5 (.44) - lower WC ratio = more strength -
mortar
Water Cement Ratio
Excess water
joint faulting
11. B/c of trucks over time
mortar
concrete
entrained air
longitudinal cracking
12. Trim subgrade - moisten subgrade - compact (use vibratory roller) - do NOT deposit frozen subgrade or disturb it - uniform - NO water added in front of paver -
longitudinal cracking
Bag of Cement
Steps to place concrete
Retarder Admixutre 3
13. High sulfate resistence -
Steps to place concrete
Water Reducer Admixture 2
Type V Cement
fineness modulus
14. Delay initial set - for long hauls or unusual placement
Retarder Admixutre 3
capillary voids
Type I Cement
Type V Cement
15. Greater =less free water needed to get a given slump
3 point loading flexure test
Steps to place concrete
nominal max aggregate size
Cement compounds
16. Low stability
slump
high fineness
Potable Water
self consolidating concrete SCC
17. Do NOT dump in separate piles - deposit in large piles -
Retarder Admixutre 3
Curing Types
self consolidating concrete SCC
Deposit concrete
18. Near surface water is cause
metamorphic
entrapped air
concrete
water bleeding or pumping
19. Good stability
well graded mix (med fineness)
Type III Cement
mortar
Potable Water
20. Stratified structure - disintegrated exitisting rocks - inorganice remains of marine animals - ex- limestone
Bag of Cement
scaling
Sedimentary
Igneous
21. Ups set time
pozzolan
angular and rough agg
round and smooth agg
Type III Cement
22. Early stength at faster rate - for cold temps
well graded mix (med fineness)
slump
pozzolan
Accelerators Admixture 5
23. Consolidation - strike off - depress agg - darby or bull float - (TIME) - edging - jointing - floating - (TIME) - texturing - curing
pozzolan
interlayer hyrdration space
Concrete Construction
Type III Cement
24. Low Heat of Hydration- for careful control of heat - dams
nominal max aggregate size
fineness modulus
high fineness
Type IV Cement
25. Ponding/immersion - spraying/fogging - wet coverings -impervious papers/plastic sheets - membrane forming - steam - insulating blankets/covers - electric/hot oil/ infrared -
angular and rough agg
ball mill
Curing Types
round and smooth agg
26. Cement paste has bulk SG< cement particles
self consolidating concrete SCC
Type I Cement
entrained air
capillary voids
27. Ups capilary voids - lowers strength
Concrete Construction
mortar
scaling
Excess water
28. Loss of water from paste (evap) - 1% vol lowers - cracking - prevent by water loss control -
plastic shrinkage
Kiln
Corner break
Type V Cement
29. max is 12 in - more free water= more slump
Corner break
slump
Bag of Cement
metamorphic
30. Cement+sand
Cement (Portland) ingredients
scaling
slump
mortar
31. For early strength gain
round and smooth agg
C3S
Cement (Portland) ingredients
Hydration Contoller Admixture 4
32. Moderate Sulfate Resistance- large piers
Type II Cement
Cement compounds
Retarder Admixutre 3
free water
33. Bending moment - no shear in middle third
self consolidating concrete SCC
3 point loading flexure test
entrained air
Water Cement Ratio
34. Sum of cumul % retained / 100 - higher= bigger particle sizes= smaller amount of agg needed
Type II Cement
slump
paste
fineness modulus
35. For continued hydration and strength gains - otherwise only 50% strength gained - ups durability and abrasion resistance - prevent shrinkage cracking -
angular and rough agg
Curing
metamorphic
patches
36. Sometimes worse
Cement compounds
patches
Type V Cement
mortar
37. Nonpotable/potable >90% - the acceptable
water bleeding or pumping
Potable Water
Sedimentary
high fineness
38. misplaced joints - more specific- spalling- breaking away of edges
Type V Cement
transverse cracking
Kiln
Cement compounds
39. Heavy traffic
Kiln
joint faulting
Type V Cement
Type II Cement
40. Corner was hotter on top than bottom - it warped and lifted - pressure makes corner crack -
mortar
self consolidating concrete SCC
Corner break
Retarder Admixutre 3
41. Freeze-thaw cycles - bad curing or too much water
angular and rough agg
mortar
scaling
ball mill
42. Trapped air - reduces strength - ups permeabiity
self consolidating concrete SCC
gypsum
entrapped air
capillary voids
43. Calcareous (calcium) - argillaceous (aluminum) - iron oxide (iron) - gypsum (silicon)
transverse cracking
Cement (Portland) ingredients
C3S
concrete
44. Stop and reactivate hydration process
Hydration Contoller Admixture 4
Steps to place concrete
mortar
Curing
45. Crush clinker into super fine powder
Hydration Contoller Admixture 4
ball mill
angular and rough agg
patches
46. Intentional well distributed air - up durability - adds strength
Deposit concrete
Bag of Cement
entrained air
C3S
47. Source of hotgases - biggest piece of moving equipment
Consolidate
angular and rough agg
Curing
Kiln
48. Space between layers in CSH - water in interparticle space held by hydrogen bonds
3 point loading flexure test
interlayer hyrdration space
metamorphic
Water Cement Ratio
49. Slow down rate of aluminate hydration -produces sulfate ions - flash set - false set in excess - higher rate of C-S-H (strength)
joint faulting
nominal max aggregate size
entrained air
gypsum
50. By vibrating - otherwise rock pockets occure -
Consolidate
fineness modulus
Corner break
metamorphic