Civil Engineering Materials

1. Civil Engineering Materials Department of Civil, Structural and Environmental Engineering Trinity College Dublin Dr. Roger P. West (TCD) And Mr. Peter Flynn (Arup)

2. Lectures: Weeks 1-3(Wed 3-5): Timber, aluminium, glass and pre-cast Weeks 4-9(Mon 10-11, Fri 3-4): Concrete, reinforced concrete and pre-stressed concrete Tutorials: Alternate weeks, weeks 4-9, Thursday 5-6pm, commencing Groups 1-20 in week 4 of term, in Joly Theatre Concrete Laboratory: Each laboratory group on either Monday or Thursday, for one week only, as per timetable Schedule

3. Section A: Concrete • A1 Basic Materials: • A2 Fresh Concrete Properties: • A3 Hardened Concrete Properties: • A4 Concrete Mix Design: • A5 Reinforced Concrete: • A6 Pre-stressed Concrete:

4. What is Concrete? • Concrete is the most widely used construction material in the world • Concrete is a construction material composed of crushed rock or gravel and sand bound together with a hardened paste of cement and water.

5. Concrete History

6. Concrete History • Aquaducts

7. Concrete History • Colleseum

8. Concrete History • Pantheon

9. Concrete History • Eddystone Lighthouse – John Smeaton (1756)

10. Concrete History • Joseph Aspdin Patent (1824)

11. Concrete History • Reinforced Concrete Flower Pot (Joseph Monier 1867)

12. Concrete History • Weavers Mill Swansea (1898)

13. Concrete History • Freysinnet

14. Concrete History • Hoover Dam

15. Concrete History • Astrodome

16. Concrete History • Toronto Tower

17. Section A.1 Basic Materials • 1. Cement • 2. Water • 3. Aggregates • 4. Admixtures

18. Section A.1 Basic Materials 1. Cement • Ordinary Portland Cement (OPC) • Rapid Hardening Portland Cement (RHPC) • Sulphate Resistant Portland Cement (SRPC) • White Portland Cement (WPC) Specialised Portland Cements: • Masonry Portland Cement • Low Heat Portland Cement • Hydrophobic Portland Cement • Oil-well Portland Cement

19. Blastfurnace Slag Cement (GGBS) Pulverised-fuel Ash Cement (PFA) Metakaolin Rice Husk Ash Silica Fume Cements in Europe are classed as CEM1 (OPC or RHPC), CEM2-4 (OPC with limestone, PFA or GGBS) in varying proportions pre-blended Alternative Cement Replacement Materials

20. Section A.1 Basic Materials 1. Cement • Chemistry of OPC

21. Section A.1 Basic Materials 1. Cement • Manufacture

22. Section A.1 Basic Materials 1. Cement Manufacture

23. Section A.1 Basic Materials 1. Cement • Sulphate Resistant Portland Cement • Low triacalcium aluminate content (C3A) • Achieved by adding Iron oxide to decrease aluminate proportions • Resistant to sulphates but not resistant to strong acids • Reduced early heat

24. Section A.1 Basic Materials 1. Cement • Pulverised-fuel ash cements (latent hydraulic binder) • From burning pulverised coal in power station furnaces • Reacts with calcium hydroxide (lime) to from cementitious material • Resistant to sulphates but not resistant to strong acids • Reduced early heat of hydration • Reduced early age strength

25. Section A.1 Basic Materials 1. Cement • Blastfurnace Slag Cements (latent hydraulic binder) • By-product of iron smelting, quenched slag forms granuels • Generally blended with OPC up to 35% • Reduced early age strength • Reduced early heat of hydration

26. Section A.1 Basic Materials

27. Section A.1 Basic Materials

28. Section A.1 Basic Materials

29. Section A.1 Basic Materials 1. Cement • Delivery & Storage • Usually packaged in 25kg bags or transported in bulk tankers • Retail price €5 • “Warehouse set”

30. Section A.1 Basic Materials 2. Water • Should be free from impurities • Unsuitable if it contains - sugars • - sulphates • - chlorides • Sea water must not be used for reinforced concrete

31. Section A.1 Basic Materials • Hydration • Setting and hardening results from a chemical reaction between the cement and the water, not from a drying process. • The reaction is exothermic and is irreversible. The heat produced is known as the “Heat of Hydration” C3A and C3S are the compounds primarily responsible. • The paste is usually workable up to two hours before it begins to harden • Strength gain is initially rapid becoming progressively less rapid • Strength gain continues indefinitely provided moisture is present.“Curing”

32. 2. Cement hydration Cement + H2O = Calcium Silicate Hydrate (C-S-H) +Ca (OH)2 +H2O Section A.2 Fresh Concrete Properties

33. 2. Cement hydration and heat generation Section A.2 Fresh Concrete Properties

34. Section A.1 Basic Materials 2. Cement paste strength gain

35. Section A.1 Basic Materials 3. Aggregates • Gravels, crushed rock and sands that are mixed with cement and water to produce concrete. • Coarse aggregates are those that do not pass through a 5mm sieve. • Fine aggregates are those that pass through a 5mm sieve. • Generally make from 50% to 80% of the concrete mix. • Used to reduce cost and modify and imporve properties like strength and drying shrinkage.

36. Section A.1 Basic Materials 3. Aggregates • Quality Requirements • Durability - Hard • - Adequate Strength • - No deletrious material • Cleanliness - free from chemical impurities • - free from organic material • - free from dust • - excessive washing is not the answer • - avoid silica acid aggregates.

37. Section A.1 Basic Materials 3. Aggregates • Aggregate Types • Normal density - Most gravels and crushed rock • - Divided into coarse and fine • Lightweight - Weak porous solids • - Good thermal properties • High Density - radioactive screening

38. Section A.1 Basic Materials 3. Aggregates • Sieve Analysis

39. 4. Admixtures • Additives to the concrete mix to improve certain properties • Must be used with care as excessive amounts can have adverse effects on the concrete Section A.1 Basic Materials

40. 4. Admixtures • Accelerators • Increases the rate of strength gain at an early age • Most common is calcium chloride (CaCl) but may corrode steel Section A.1 Basic Materials • Most common is calcium chloride (CaCl) but may corrode steel • Does not increase final strength

41. 4. Admixtures • Water Reducing Admixtures (Plasticisers) • Reduces the amount of water required for a given workability • Most common is calcium ligno-sulphate • Reduces the risk of evaporation cracks Section A.1 Basic Materials • Air Entraining Admixtures • Generates evenly dispersed air bubbles in the mix • Improves durability against frost and marine environments • Volume or air entrainment should not exceed 13% of cement paste

42. 4. Admixtures • Retarding Agents • Reduces the rate of evolution of heat • Necessary for very large concrete pours • Water-repelling admixtures Section A.1 Basic Materials • Can improve impermeability of concrete in basements and water retaining structures • No substitute for sound concrete

43. 4. Admixtures Section A.1 Basic Materials

44. Admixtures Foaming Agents Produces highly flowing light concrete Superplasticiser Produces flowing normal concrete with high strength Self-compacting Allows highly flowing cohesive mix with no need for vibration. It can also be self-levelling. Section A.1 Basic Materials