2. Physical Properties of Portland
Cement
Physical Tests
īŽ Consistency of flow
īŽ Normal Consistency
īŽ Setting time
īŽ Soundness
īŽ Compressive strength
īŽ Fineness
īŽ Heat of Hydration
īŽ Air Content
3. Consistency of Mortar
ASTM C 230 (AASHTO M 152) and ASTM C 1437
īŽ Consistency test for mortar
using the flow table.
īŽ The mortar is placed in a
small brass mold centered
on the table.
īŽ After the mold is removed
and the table undergoes a
succession of drops, the
diameter of the pat is
measured to determine
consistency.
4. Consistency of Cement Paste Vicat Plunger
ASTM C 187 (AASHTO T 129)
īŽ Normal consistency test
for paste using the Vicat
plunger.
5. Setting Time
ASTM C 266 (AASHTO M 154)
īŽ Time of set as
determined by the
Gillmore needle.
6. Soundness Test
ASTM C 151 (AASHTO T 107)
In the soundness test,
25-mm square bars are
exposed to high
temperature and pressure
in the autoclave to
determine the volume
stability of the cement
paste.
6
7. Mortar Cubes
ASTM C 109 (AASHTO T 106)
īŽ 50-mm (2-in.) mortar
cubes are cast (left) to
determine strength
characteristics of
cement.
8. Mortar Cubes
ASTM C 109 (AASHTO T 106)
īŽ 50-mm (2-in.) mortar
cubes are crushed
(right) to determine
strength characteristics
of cement.
9. Strength Development of Mortar Cubes
Relative strength
development of Portland
cement mortar cubes as a
percentage of 28-day
strength.
10. Fineness of Cement
(ASTM C 204)
īŽ Blaine test apparatus
(left) for determining
the fineness of cement.
Wagner fineness values
are a little more than
half of Blaine values.
11. Fineness of Cement
(ASTM C 115)
īŽ Wagner turbidimeter
(right) for determining
the fineness of cement.
Wagner fineness values
are a little more than
half of Blaine values.
12. Cement Fineness
Quick tests, such as
washing cement over this
45-micrometer sieve, help
monitor cement fineness
during production.
13. Particle Size Distribution
A laser particle analyzer
uses laser diffraction to
determine the particle
size distribution of fine
powders illustrates typical
results.
17. Heat of Hydration at 7 Days
Type II
Type I Type II Moderate Type III Type IV Type V
Heat
% of
100 99 75 106 67 89
Type I
ASTM C 186 Heat of Hydration for Selected Portland Cements from the 1990s, kJ/kg
18. Heat Evolution
īŽ Heat evolution as a function of time for
cement paste.
īŽ Stage 1 is heat of wetting or initial hydrolysis
(C3A and C3S hydration).
īŽ Stage 2 is a dormant period related to initial
set.
19. Heat Evolution
īŽ Stage 3 is an accelerated reaction of the
hydration products that determines rate of
hardening and final set.
īŽ Stage 4 decelerates formation of hydration
products and determines the rate of early
strength gain.
īŽ Stage 5 is a slow, steady formation of hydration
products establishing the rate of later strength
gain.
21. Density of Cement
Le Chatelier Flask (ASTM C 188 or AASHTO T 133)
īŽ Density of cement can
be determined by (left)
using a Le Chatelier
Flask and kerosene.
22. Density of Cement
Helium Pycnometer
īŽ Density of cement can
also be determined by
(right) using a helium
Pycnometer.
26. Sustainable Development
īŽ Cement production is responsible for 5% of
the worlds CO2 emissions
īŽ World Business Council for Sustainable
Development - General Principles
īŽ Economic
īŽ Environmental
īŽ Social
28. Sustainability Design
īŽ How âGreenâ Do You Want To Be?
īŽ âRight Thingâ To Do?
īŽ Are âClientsâ Asking?
īŽ A âCompetitiveâ Advantage?
īŽ âResources!â
īŽ âTime and Money !â
īŽ âAcceptance!â
īŽ âCommitment!â
30. Pursuing Positive Effects
100%
Value
Generation
Corporate Reputation
Financial Profit
Social Profit
Healthy Materials
Energy & Materials
Renewability
Material Value
Recovery
10%
Yesterday Tomorrow
31. What is a Sustainable Product?
īŽ Meets market requirements
īŽ Positive social effects (for individuals and
communities)
īŽ Safe for human and ecological health
īŽ Sourced from renewable or perpetually
recycled materials
īŽ Sourced from renewable energy
īŽ Designed for safe, productive return to
nature or industry
īŽ Recovered and recycled at its highest
quality after use
32. Key Sustainable Commitments
īŽ Emissions Reporting: Targets/Data
īŽ Development of Guidelines: Fuels/Materials
īŽ Common Reporting Practices and Health/Safety Best
Practices
īŽ Emissions Reduction: Measurement/Monitoring/
Public Report
īŽ Assessment of Environmental and Social Impact
33. Protocol for Sustainable Development
īŽ Resource and Energy Conservation
īŽ Alternative raw material for clinker production
īŽ Non-quarried waste streams & by-products
īŽ Recycling and appropriate utilization of CKD
īŽ CO2-Combustion-Decarbonization
īŽ Energy Efficiency: Fuel & Power consumption
īŽ Reduction of Clinker Factor
īŽ Utilization of alternative fuels
īŽ Alternative processes for clinker production
34. Physical Properties
Please return to Blackboard and watch the
following videos:
īŽ Video 1: Setting Time
īŽ Video 2: Test for Soundness
īŽ Video 3: Compression Strength Test
īŽ Video 4: False Set Test
īŽ Video 5: Fineness Test
Editor's Notes
Consistency test for mortar using the flow table. The mortar is placed in a small brass mold centered on the table. After the mold is removed and the table undergoes a succession of drops, the diameter of the pat is measured to determine consistency.
50-mm (2-in.) mortar cubes are cast (left) and crushed (right) to determine strength characteristics of cement.
Density of cement can be determined by (left) using a Le Chatelier flask and kerosene or by (right) using a helium pycnometer.
Density of cement can be determined by (left) using a Le Chatelier flask and kerosene or by (right) using a helium pycnometer.