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High workability

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High-Workability Concrete
CE 165: Concrete Materials and Concrete Construction
Introduction
High- workability relates to both high
consistency and high cohesiveness.
Pioneering work by Japanese and German
researchers during the 1980s has led to the
development of high-workability concrete
mixtures that are commercially known as
self-compacting concrete.
CE 165: Concrete Materials and Concrete Construction
Self-compacting concrete
Flowing-concrete that can be cast into place
and can achieve de-aeration without the
application of a vibrator, with no segregation
and honey-combing
CE 165: Concrete Materials and Concrete Construction
Motivations
The constructability of heavily congested
reinforced concrete structures requires that
the fresh concrete mixture should possess
high fluidity.
With the advent of superplasticizers, it is
possible now to achieve values of the order
of 200 to 250 mm without an increase in the
water/cement ratio
CE 165: Concrete Materials and Concrete Construction
Potential problems
Flowing concrete mixtures run the risk of
bleeding, settlement, and segregation.
Weak interfacial transition zone between cement
paste and aggregate, as well as between
cement paste and reinforcing steel.
This risk becomes especially great with high
placement heights, high shear rates in
pumping, and excessive vibration during the
consolidation of concrete.
CE 165: Concrete Materials and Concrete Construction
Japanese experience
Reasons for the increasing demand of SCC in Japan:
– a) complex shape of concrete structures and
densely arranged bars make it more difficult to use
a vibrator;
– b) vibration compaction is noisy and deleterious to
the health of construction worker, as well as an
annoyance to people in the neighborhood;
– d) in remote areas it is difficult to find skilled
workers to carry out the compacting work at
construction sites
CE 165: Concrete Materials and Concrete Construction
Materials and Mixture
Proportions
volume and maximum size of coarse aggregate
must be controlled.
Compared to conventional superplasticized
concrete, which typically contains about 45%
coarse aggregate and 25% fine aggregate (by
absolute volume), SCC concrete mixtures are
composed of approximately 25 to 30% coarse
aggregate, 30-35% fine aggregate, and about
10% extra-fine particles (exclusive of cement).
CE 165: Concrete Materials and Concrete Construction
Materials -- Aggregate
SCC the total volume of coarse and fine
aggregate remains below 60% so that 40% or
more of the volume consists of suspension
(cement + extra-fine material + water + air). The
maximum size of coarse aggregate is generally
limited to a maximum of 20 mm.
CE 165: Concrete Materials and Concrete Construction
Japanese experience
According to Nagataki and Fujiwara, in an
experimental study when the volume of
coarse aggregate was 24.5%, most concrete
was able to pass through the reinforcing
bars.
When the volume of coarse aggregate was
34.5% concrete was unable to pass through
the bars under all conditions.
CE 165: Concrete Materials and Concrete Construction
Materials
High fluidity with relatively low water content is
achieved by the use of a superplasticing
admixture.
Fly ash, ground blast-furnace slag, and
limestone powder are normally used to
provide the extra-fine particles other than
cement; using cements alone would increase
the cost and heat of hydration.
CE 165: Concrete Materials and Concrete Construction
Admixtures
Commonly used viscosity-modifying agents in concrete
include acrylic- or cellulose- based water-soluble
polymers or polysacchrides of microbial sources,
such as welan gum.
Water-soluble polymers can imbibe some of the free
water in the system, thus increasing the viscosity of
the cement paste which, in turn, enables the paste to
hold aggregate particles in a stable suspension.
Incorporation of extra-fine materials in the SCC
mixtures is not necessary if a viscosity-modifying
agent is used.
CE 165: Concrete Materials and Concrete Construction
Viscosity-Modifying
Agents
Enhance the cohesion of the concrete.
Minimize the accumulation of bleed water.
Formulation:
• Water-soluble synthetic or natural
organic polymers with high molecular
weight
• Emulsions of several organic
materials
CE 165: Concrete Materials and Concrete Construction
ESEM images of welan gum
particles
(scalebar is 100mm).
(a) Dry particles at 70%
RH
(b) After 5 minutes at
100% RH
(c) After 12 minutes at
100% RH
Applications of ViscosityModifying Agents
Underwater concrete
 Facilitates sufficient mobility of the concrete under
water with little loss of cement.
Self-compacting concrete
 Leads to high flowability with no segregation.
Grouting
 Eliminates the migration of water from the grout

due to the differential pressure.
Helps maintain the cement particles in
suspension once injection ceases.
Applications
The anchorage for a long bridge connecting
the island of Honshi and Awajishima,
bridge piers and high-rise buildings with
dense steel reinforcement,
stadiums with are complex in shape and
where vibratory compaction is difficult.
CE 165: Concrete Materials and Concrete Construction
Coral Reef in Florida Keys
CE 165: Concrete Materials and Concrete Construction
Courtesy from Sam Yao
Florida Keys
CE 165: Concrete Materials and Concrete Construction
One of the Ground Sites
Courtesy from Sam Yao
CE 165: Concrete Materials and Concrete Construction
Damaged Coral Reef
Courtesy from Sam Yao
CE 165: Concrete Materials and Concrete Construction
Applications
In 1994, a ship ran aground at the
Looe Key damaging over 1000
square meters and destroying
75 percent of the coral
colonies. Underwater concrete
was placed to stabilize the
boulders and the surrounding
reefs. Due to the sensitive
environmental conditions at
the site, the underwater
concrete had to be flowable,
but yet without causing
turbidity and pollution in
water.
CE 165: Concrete Materials and Concrete Construction
Repair Design
Courtesy from Sam Yao
CE 165: Concrete Materials and Concrete Construction
Precast Repair Module
Courtesy from Sam Yao
CE 165: Concrete Materials and Concrete Construction
Repair of Corral Reef in
Florida Keys
Courtesy from Sam Yao
CE 165: Concrete Materials and Concrete Construction
Setting a Precast Module
Courtesy from Sam Yao
CE 165: Concrete Materials and Concrete Construction
Tremie
CE 165: Concrete Materials and Concrete Construction
Placement
CE 165: Concrete Materials and Concrete Construction
Concrete Delivery
CE 165: Concrete Materials and Concrete Construction
Washout test
CE 165: Concrete Materials and Concrete Construction
Details
CE 165: Concrete Materials and Concrete Construction
Placement
CE 165: Concrete Materials and Concrete Construction
Hydrostatic Balance Point
CE 165: Concrete Materials and Concrete Construction
CE 165: Concrete Materials and Concrete Construction
Spacing
CE 165: Concrete Materials and Concrete Construction
Sequence
CE 165: Concrete Materials and Concrete Construction
Removal of Laitance
CE 165: Concrete Materials and Concrete Construction
CE 165: Concrete Materials and Concrete Construction
CE 165: Concrete Materials and Concrete Construction
CE 165: Concrete Materials and Concrete Construction
Surface Coating and
Painting
1) Vapor-barriers
epoxy, asphalt
2) Latex (permeable)
provides good adhesion
CE 165: Concrete Materials and Concrete Construction
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