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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. Heat and pressure ex- marble - quaertzile
entrained air
longitudinal cracking
plastic shrinkage
metamorphic
2. Good stability
scaling
Type II Cement
well graded mix (med fineness)
mortar
3. Corner was hotter on top than bottom - it warped and lifted - pressure makes corner crack -
ball mill
Corner break
Igneous
paste
4. Low stability
mortar
angular and rough agg
high fineness
capillary voids
5. Near surface water is cause
Water Cement Ratio
nominal max aggregate size
joint faulting
water bleeding or pumping
6. makes it mushier because cement grains more distributed
entrained air
Curing
Water Reducer Admixture 2
water-reducer
7. Sum of cumul % retained / 100 - higher= bigger particle sizes= smaller amount of agg needed
Bag of Cement
fineness modulus
Retarder Admixutre 3
Water Reducer Admixture 2
8. Flowable - nonsegregating
self consolidating concrete SCC
Cement compounds
Igneous
Water Cement Ratio
9. Cement+course aggregate
Kiln
Air Entrainer Admixture 1
Corner break
concrete
10. Air bubbles for sapce for water to expand when freezes
Corner break
Type I Cement
Air Entrainer Admixture 1
joint faulting
11. Delay initial set - for long hauls or unusual placement
fineness modulus
Retarder Admixutre 3
Corner break
round and smooth agg
12. Normal- for general work
patches
Type I Cement
Retarder Admixutre 3
angular and rough agg
13. Space between layers in CSH - water in interparticle space held by hydrogen bonds
interlayer hyrdration space
transverse cracking
self consolidating concrete SCC
Curing
14. max is 12 in - more free water= more slump
patches
slump
well graded mix (med fineness)
3 point loading flexure test
15. Nonpotable/potable >90% - the acceptable
Potable Water
Type III Cement
Cement (Portland) ingredients
Air Entrainer Admixture 1
16. Cement+water
paste
slump
fineness modulus
Type II Cement
17. Intentional well distributed air - up durability - adds strength
Water Cement Ratio
Deposit concrete
entrained air
Cement (Portland) ingredients
18. Ups capilary voids - lowers strength
Water Reducer Admixture 2
Excess water
round and smooth agg
3 point loading flexure test
19. To improve workability for fresh concrete
Retarder Admixutre 3
Corner break
round and smooth agg
gypsum
20. High sulfate resistence -
Type V Cement
3 point loading flexure test
high fineness
Type I Cement
21. B/c of trucks over time
Bag of Cement
entrained air
Water Reducer Admixture 2
longitudinal cracking
22. Stratified structure - disintegrated exitisting rocks - inorganice remains of marine animals - ex- limestone
joint faulting
Excess water
longitudinal cracking
Sedimentary
23. Cement+sand
gypsum
mortar
Corner break
capillary voids
24. Low Heat of Hydration- for careful control of heat - dams
interlayer hyrdration space
Type IV Cement
self consolidating concrete SCC
water-reducer
25. Moderate Sulfate Resistance- large piers
interlayer hyrdration space
Curing
paste
Type II Cement
26. Calcareous (calcium) - argillaceous (aluminum) - iron oxide (iron) - gypsum (silicon)
Corner break
slump
Cement (Portland) ingredients
interlayer hyrdration space
27. From chemicals or excessive drying
map cracking
Corner break
3 point loading flexure test
well graded mix (med fineness)
28. To increase stability of materials - reduce rutting
3 point loading flexure test
Deposit concrete
angular and rough agg
fineness modulus
29. Stop and reactivate hydration process
Type I Cement
concrete
well graded mix (med fineness)
Hydration Contoller Admixture 4
30. Crush clinker into super fine powder
Type I Cement
ball mill
Igneous
interlayer hyrdration space
31. High Early Strength- fast track projects - we want low set time
Type III Cement
Accelerators Admixture 5
patches
slump
32. Ponding/immersion - spraying/fogging - wet coverings -impervious papers/plastic sheets - membrane forming - steam - insulating blankets/covers - electric/hot oil/ infrared -
Air Entrainer Admixture 1
slump
pozzolan
Curing Types
33. Source of hotgases - biggest piece of moving equipment
Bag of Cement
Igneous
Kiln
water-reducer
34. Cement paste has bulk SG< cement particles
joint faulting
longitudinal cracking
capillary voids
Curing
35. For continued hydration and strength gains - otherwise only 50% strength gained - ups durability and abrasion resistance - prevent shrinkage cracking -
Curing
well graded mix (med fineness)
Deposit concrete
concrete
36. Heavy traffic
Type II Cement
joint faulting
entrained air
transverse cracking
37. Volcanic - hardening and crystal molten material ex- granite
Potable Water
Type II Cement
Igneous
Cement compounds
38. Consolidation - strike off - depress agg - darby or bull float - (TIME) - edging - jointing - floating - (TIME) - texturing - curing
plastic shrinkage
high fineness
Concrete Construction
Type V Cement
39. 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
interlayer hyrdration space
concrete
40. 94 lbs
joint faulting
round and smooth agg
Bag of Cement
fineness modulus
41. Greater =less free water needed to get a given slump
nominal max aggregate size
Deposit concrete
Consolidate
interlayer hyrdration space
42. Ups set time
water-reducer
pozzolan
Type IV Cement
Kiln
43. Sometimes worse
Sedimentary
patches
capillary voids
well graded mix (med fineness)
44. By vibrating - otherwise rock pockets occure -
Consolidate
Igneous
Accelerators Admixture 5
longitudinal cracking
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 -
Steps to place concrete
entrained air
Igneous
Cement compounds
46. misplaced joints - more specific- spalling- breaking away of edges
round and smooth agg
paste
transverse cracking
Concrete Construction
47. Bending moment - no shear in middle third
Accelerators Admixture 5
plastic shrinkage
3 point loading flexure test
Consolidate
48. Trapped air - reduces strength - ups permeabiity
Curing Types
self consolidating concrete SCC
entrapped air
free water
49. Early stength at faster rate - for cold temps
Air Entrainer Admixture 1
free water
Accelerators Admixture 5
fineness modulus
50. For early strength gain
C3S
metamorphic
ball mill
Sedimentary