CE-303-Lec-4.ppt
- 1. Lecture No. 04 Subject: Properties of Cement Prepared by Dr. Salah Al-Dulaijan
- 2. Objectives of Lecture • To explain briefly the properties of Portland cement. • The quality of a Portland cement is assessed in terms of different physical properties determined through the laboratory tests on the cement samples collected in accordance with ASTM C 183.
- 3. 1. Fineness • 95% of cement particles are smaller than 45 micrometer, with the average particle around 15 micrometer. • Fineness of cement affects heat released and the rate of hydration. • More is the fineness of cement more will be the rate of hydration. • Thus the fineness accelerates strength development principally during the first seven days.
- 4. Continue on Fineness • Fineness tests indirectly measures the surface area of the cement particles per unit mass : – Wagner turbidimeter test (ASTM C 115) – Blaine air-permeability test (ASTM C 204) – Sieving using No. 325 (45 μm) sieve (ASTM C 430)
- 5. Fineness Testing • On left, Blaine test apparatus. • On right, Wagner turbidmeter
- 6. Particle size distribution of Portland Cement
- 7. 2. Soundness • Soundness is the ability of a hardened paste to retain its volume after setting. • A cement is said to be unsound (i.e. having lack of soundness) if it is subjected to delayed destructive expansion. • Unsoundness of cement is due to presence of excessive amount of hard-burned free lime or magnesia
- 8. Cont. on Soundness • Unsoundness of a cement is determined by the following tests: –Le-Chatelier accelerated test (BS 4550: Part 3) –Autoclave-expansion test (ASTM C 151)
- 9. Autoclave-expansion test (ASTM C 151)
- 10. 3. Consistency • Consistency refers to the relative mobility of a freshly mixed cement paste or mortar or its ability to flow. • Normal or Standard consistency of cement is determined using the Vicat’s Apparatus. It is defined as that percentage of water added to form the paste which allows a penetration of 10 1 mm of the Vicat plunger.
- 11. Vicat Plunger Consistency Test
- 12. Consistency Test for mortar using the flow table
- 13. 4. Setting Time • This is the term used to describe the stiffening of the cement paste. • Setting time is to determine if a cement sets according to the time limits specified in ASTM C 150. • Setting time is determined using either the Vicat apparatus (ASTM C 191) or a Gillmore needle (ASTM C 266). • “Initial setting time” is the time from the instant at which water is added to the cement until the paste ceases to be fluid and plastic which corresponds to the time at which the Vicat’s initial set needle penetrate to a point 5 mm from the bottom of a special mould.
- 14. Cont. on Setting Time • ASTM C 150 prescribes a minimum initial setting time of 60 minutes for Portland cements. • “Final setting time” the time required for the paste to acquire certain degree of hardness. This corresponds to the time at which the Viact’s final set needle makes an impression on the paste surface but the cutting edge fails to do so. • ASTM C 150 prescribes a maximum final setting time of 10 hours for Portland cements. • Gypsum in the cement regulates setting time. Setting time is also affected by cement fineness, w/c ratio, and admixtures.
- 15. Vicat Needle
- 16. Time of Set for Portland Cements
- 17. 5. Early Stiffening (False Set and Flash Set) • Early stiffening is the early development of stiffening in the working plasticity of cement paste, mortar or concrete. This includes both false set and flash set.
- 18. False Set • False set is evidenced by a significant loss of plasticity, i.e. stiffening, without the evolution of much heat shortly after mixing. • Stiffening caused by rapid crystallization of interlocking needle-like secondary gypsum. • False set cause no difficulty in placing and handling of concrete if the concrete is mixed for a longer time than usual or if it is remixed without additional water before it is transported or placed.
- 19. Flash Set (quick set) • Evidence by a quick and early loss of workability and it is usually accompanied by evolution of considerable heat from the hydration of aluminates. • The workability can not be regained without the addition of water.
- 20. 6. Compressive Strength • Compressive strength of cement is the most important property. • It is determined by conducting compression tests on standard 50 mm mortar cubes in accordance with ASTM C 109. • In general, cement strength (based on mortar-cube tests) can not be used to predict concrete compressive strength with great degree of accuracy because of many variables in aggregate characteristics, concrete mixtures, construction procedures, and environmental conditions in the field. • Rates of compressive strength development for concrete, made with various types of cement, are shown in Fig. 2-42.
- 22. Strength Development of Portland Cement mortar cubes
- 23. 7. Heat of Hydration • It is the quantity of heat (in joules) per gram of un- hydrated cement evolved upon complete hydration at a given temperature. • The heat of hydration can be determined by ASTM C 186 or by a conduction calorimeter. • The temperature at which hydration occurs greatly affects the rate of heat development. • Fineness of cement also affects the rate of heat development but not the total amount of heat librated.
- 24. Heat of Hydration determined by ASTM C 186 (left) or by a conduction calorimeter (right).
- 25. Cont. on Heat of Hydration • The amount of heat generated depends upon the chemical composition of cement. Following are the heat of hydration generated on hydration of the four compounds of cement. • Compound Heat of hydration Remarks C3S 502 j/g--C2S 260 j/gMinimumC3A 867 j/g MaximumC4AF 419 j/g--C3S and C3A are the compounds responsible for the high heat evolution. • The approximate amount of heat generated using ASTM C 186, during the first 7 days (based on limited data) are as follows:
- 26. Type Name Heat of hydration (kj/kg) I Normal 349 II Moderate 263 III High early strength 370 IV Low heat of hydration 233 V Sulfate resistant 310
- 27. Cont. on Heat of Hydration • Cements do not generate heat at constant rate as illustrated in Figure 2-45 for a typical type I Portland cement
- 28. Stage 1:heat of wetting or initial hydrolysis C3A and C3S Hydration. 7 min after mixing. Stage 2: dormant period related to initial set. Stage 3. accelerated reaction of the hydration products. That determine the rate of hardening and final set. Stage 4: decelerates formation of hydration products and determines the rate of early strength gain. Stage 5: is a slow, steady formation of hydration products.
- 29. 8. Loss on Ignition (LOI) • The test for loss on ignition is performed in accordance with ASTM C 114. • A high weight loss on ignition of a cement sample (between 900 to 1000ºC) is an indication of pre-hydration and carbonation, which may be caused by: – Improper and prolonged storage – Adulteration during transport and transfer • Loss on ignition values range between 0 to 3%
- 30. Loss on Ignition Test of cement
- 31. 9. Density and Specific Gravity (ASTM C 188) • Density is the mass of a unit volume of the solids or particles, excluding air between particles. The particle density of Portland cement ranges from 3.10 to 3.25 Mg/m3, averaging 3.15 Mg/ m3. • It is used in concrete mixture proportioning calculations. • For mixture proportioning, it may be more useful to express the density as relative density (specific gravity). On an average the specific gravity of cement is 3.15.
- 32. Storage of Cement • Cement is moisture-sensitive material; if kept dry it will retain its quality indefinitely. • When exposed to moisture, cement will set more slowly and will have less strength compared to cement that kept dray. • At the time of use cement should be free- flowing and free of lumps.