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. Low stability






3. Ups set time






4. Ups capilary voids - lowers strength






5. Source of hotgases - biggest piece of moving equipment






6. Cement+water






7. Sometimes worse






8. Good stability






9. Cement+sand






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






11. To increase stability of materials - reduce rutting






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






13. Early stength at faster rate - for cold temps






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






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






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






17. Cement+course aggregate






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






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






20. Nonpotable/potable >90% - the acceptable






21. Cement paste has bulk SG< cement particles






22. Flowable - nonsegregating






23. Bending moment - no shear in middle third






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






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






26. High sulfate resistence -






27. For early strength gain






28. Calcareous (calcium) - argillaceous (aluminum) - iron oxide (iron) - gypsum (silicon)






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






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






31. Distributes cement grains - cement becomes more mushy -






32. 94 lbs






33. Corner was hotter on top than bottom - it warped and lifted - pressure makes corner crack -






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






35. Moderate Sulfate Resistance- large piers






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






37. High Early Strength- fast track projects - we want low set time






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






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






40. By vibrating - otherwise rock pockets occure -






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






42. B/c of trucks over time






43. Near surface water is cause






44. makes it mushier because cement grains more distributed






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






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






47. Heat and pressure ex- marble - quaertzile






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






49. Heavy traffic






50. To improve workability for fresh concrete