Test your basic knowledge |

Civil Engineering Materials

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. Water beyond SSD condition






2. misplaced joints - more specific- spalling- breaking away of edges






3. Trim subgrade - moisten subgrade - compact (use vibratory roller) - do NOT deposit frozen subgrade or disturb it - uniform - NO water added in front of paver -






4. For early strength gain






5. Source of hotgases - biggest piece of moving equipment






6. Low stability






7. From chemicals or excessive drying






8. Cement paste has bulk SG< cement particles






9. Intentional well distributed air - up durability - adds strength






10. Stratified structure - disintegrated exitisting rocks - inorganice remains of marine animals - ex- limestone






11. Flowable - nonsegregating






12. Sum of cumul % retained / 100 - higher= bigger particle sizes= smaller amount of agg needed






13. Near surface water is cause






14. By vibrating - otherwise rock pockets occure -






15. makes it mushier because cement grains more distributed






16. Stop and reactivate hydration process






17. Low Heat of Hydration- for careful control of heat - dams






18. Ponding/immersion - spraying/fogging - wet coverings -impervious papers/plastic sheets - membrane forming - steam - insulating blankets/covers - electric/hot oil/ infrared -






19. Cement+water






20. B/c of trucks over time






21. Trapped air - reduces strength - ups permeabiity






22. Sometimes worse






23. Cement+sand






24. Water used for hydration - water beyond SSD - min- .22-.25 - typical- .4-.5 (.44) - lower WC ratio = more strength -






25. Ups set time






26. max is 12 in - more free water= more slump






27. Distributes cement grains - cement becomes more mushy -






28. Tricalcium silicate (C3S) - dicdalcium silicate (C2S) - tricalcium aluminate (C3A) - tetracalcium aluminoferrite (C4AF)






29. Greater =less free water needed to get a given slump






30. Nonpotable/potable >90% - the acceptable






31. Early stength at faster rate - for cold temps






32. Freeze-thaw cycles - bad curing or too much water






33. Air bubbles for sapce for water to expand when freezes






34. Heavy traffic






35. Delay initial set - for long hauls or unusual placement






36. Normal- for general work






37. For continued hydration and strength gains - otherwise only 50% strength gained - ups durability and abrasion resistance - prevent shrinkage cracking -






38. Volcanic - hardening and crystal molten material ex- granite






39. To increase stability of materials - reduce rutting






40. Consolidation - strike off - depress agg - darby or bull float - (TIME) - edging - jointing - floating - (TIME) - texturing - curing






41. Moderate Sulfate Resistance- large piers






42. Bending moment - no shear in middle third






43. 94 lbs






44. Loss of water from paste (evap) - 1% vol lowers - cracking - prevent by water loss control -






45. Crush clinker into super fine powder






46. To improve workability for fresh concrete






47. Slow down rate of aluminate hydration -produces sulfate ions - flash set - false set in excess - higher rate of C-S-H (strength)






48. Space between layers in CSH - water in interparticle space held by hydrogen bonds






49. High sulfate resistence -






50. Do NOT dump in separate piles - deposit in large piles -