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. For early strength gain






2. Nonpotable/potable >90% - the acceptable






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






4. Flowable - nonsegregating






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






6. Bending moment - no shear in middle third






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






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






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






10. Trapped air - reduces strength - ups permeabiity






11. Heavy traffic






12. B/c of trucks over time






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






14. Stop and reactivate hydration process






15. Cement paste has bulk SG< cement particles






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






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






18. From chemicals or excessive drying






19. Low stability






20. 94 lbs






21. Cement+water






22. Distributes cement grains - cement becomes more mushy -






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






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






25. To increase stability of materials - reduce rutting






26. Ups set time






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






28. Near surface water is cause






29. Cement+course aggregate






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






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






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






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






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






35. Crush clinker into super fine powder






36. Moderate Sulfate Resistance- large piers






37. Water beyond SSD condition






38. Good stability






39. By vibrating - otherwise rock pockets occure -






40. Sometimes worse






41. To improve workability for fresh concrete






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






43. Ups capilary voids - lowers strength






44. Early stength at faster rate - for cold temps






45. High sulfate resistence -






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






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






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






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






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