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