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