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






2. From chemicals or excessive drying






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






4. Moderate Sulfate Resistance- large piers






5. By vibrating - otherwise rock pockets occure -






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






7. Near surface water is cause






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






9. High sulfate resistence -






10. makes it mushier because cement grains more distributed






11. Cement+course aggregate






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






13. Ups capilary voids - lowers strength






14. Cement paste has bulk SG< cement particles






15. Nonpotable/potable >90% - the acceptable






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






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






18. Ups set time






19. 94 lbs






20. To increase stability of materials - reduce rutting






21. Heat and pressure ex- marble - quaertzile






22. Water beyond SSD condition






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






24. Sometimes worse






25. Heavy traffic






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






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






28. Crush clinker into super fine powder






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






30. Source of hotgases - biggest piece of moving equipment






31. To improve workability for fresh concrete






32. Good stability






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






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






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






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






37. Cement+sand






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






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






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






41. Distributes cement grains - cement becomes more mushy -






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






43. Cement+water






44. Early stength at faster rate - for cold temps






45. Trapped air - reduces strength - ups permeabiity






46. Stop and reactivate hydration process






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






48. Flowable - nonsegregating






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






50. For early strength gain