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2nd Year
CEPC FINALS
WATER, CEMENT, AND ADMIXTURES
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Charry Dawn
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Cement paste
Cement + water, serves as glue (or binder) that bonds aggregates together to make concrete
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Mortar
Cement paste + sand
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Concrete
Cement + water + sand + aggregates
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Uses of Portland cement concrete
Buildings
Bridges
Pavements
Concrete blocks
Piles
Earth/
water
retaining structures
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Portland cement
Named after the limestone & chalk cliffs on the Isle of Portland, where it was first made in the early 1800s
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Cement production
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Fineness
Smaller cement particles have more surface area to react with water, controls the rate of hydration (heat & strength gain)
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Blaine
test
Measures air permeability against known standard material to indirectly measure cement surface area
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Wagner Turbidimeter
Measures sedimentation rate of cement suspended in kerosene to indirectly measure cement surface area
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Specific gravity
Cement is much denser than aggregates, commonly has
3.15
specific gravity measured without air voids
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Hydration
Chemical reaction of cement when mixed with water, causes hardening through
crystallization
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Hardening
is not a drying process, concrete can harden even in water
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Heat speeds
up the setting and hardening of cement, and cold slows it down and can even completely stop the processes
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Hardening
does not start as soon as cement and water are
mixed
, but after a certain length of time known as the "
initial set time
"
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Voids in hydrated cement
Interlayer
hydration space
Capillary
voids
Trapped
voids
Entrained
air
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Setting time
Starts when the crystals form due to hydration, concrete should never be disturbed after final set
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Stiffening
Change from plastic state to solid state, measured from initial setting time to final setting time
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Vicat Apparatus
and
Gillmore Apparatus
Used to measure initial and final set of cement
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Soundness
Ability of cement paste to retain its volume after setting, measured by expansion in autoclave test
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Water-cement ratio
Most important property of hydrating cement, water needed for hydration is about 22% to 25% of cement
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Adding more water to concrete
decreases
strength, durability, bond, increases permeability and volume change
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Types of Portland cement
Type I
Normal
Type II
Moderate
Sulfate Resistance
Type III
High
Early Strength
Type IV
Low
Heat of Hydration
Type V
High
Sulfate Resistance
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Water
Any potable (drinkable) water can be used
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Air entrainer
Produces tiny, dispersed air bubbles into the concrete to improve durability, workability, and resistance to chemicals
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Water reducer
Increases mobility of cement particles, improves workability and can be measured with slump test
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Plasticizer
(Superplasticizer)
High-range water reducer that can increase slump from 3" to 9" and reduce water by 12-30% at same slump
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Retarder
Delays or retards initial set (increases set time) for hot weather, long haul time, or special finishes
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Hydration controller
Ability to stop and reactivate the hydration process of concrete, consists of a stabilizer and an activator
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Accelerator
Speeds up or accelerates initial & final set (decreases set time) to reduce finishing time, curing time, and increase strength gain
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Calcium chloride
(CaCl2) is the most common used accelerator
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Interlayer hydration space
- space between atomic layers and if humidity is less than 11%
Capillary voids
– happens when the water-cement ratio is too high and it can decrease strength and increase permeability of concrete.
Trapped voids
– large pockets of air caused by mishandling of concrete. It can also decrease strength and increase permeability of concrete.
Entrained air
– these are microscopic bubbles caused by admixtures and can increase durability of concrete