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PERVIOUS CONCRETE
ANNAMACHARYA INSTITUTE OF
TECHNOLOGY AND SCIENCES
PRESENTED BY
G. GURU LATHA
13701A0115
1
Topics To Be Discussed
• What is pervious concrete
• History
• Mix design
• Composition
• Subgrade applications
• Compaction methods
• Applications
• Advantages
• Disadvantages
• conclusion 2
3
What Is Pervious Concrete
• Pervious concrete is a special type of
concrete with a high porosity used
for concrete flatwork applications
that allows water from precipitation
and other resources to pass through
it, thereby reducing the runoff from a
site and recharging ground water
levels.
4
History Of Pervious Concrete
Pervious concrete was first used
in the 1800s in Europe. It became
popular again in the 1920s for two
story homes in Scotland and
England. It became increasingly
viable in Europe after the Second
World War due to the Scarcity of
cement. It did not become as
popular in the US until the 1970s
5
Mix Design
• Aggregates
• Cementious Materials
• Water
• Admixtures
Ranges Of Materials
Design Void Content: 15% to 30%
Water to Cement Ratio: 0.28 to 0.40
Binder to Aggregate Ratio: below 0.25
6
 A mix design with little water can create a very
weak binder. This will create a very dry mix that is
susceptible to spalling and crumbling.
 Correct amount of water
 A mix design with too much water can collapse
the void space, making an almost impenetrable
concrete surface
7
Aggregates
• Pervious concrete has little or no fine aggregates in the
mixture. Aggregate size is typically between 3/8 to1/2
inch maximum
8
Cementious materials
• Typically type-I cement is used for the production of pervious concrete.
• Supplementary cementious materials such as fly ash or slag can be used in
exchange up to about 25% (fly ash) and up to about 50%(slag) of cement.
9
Water
• Water meeting standard requirements for conventional
concrete can be used for the production of pervious concrete
10
Admixtures
• Air entraining admixtures may be used to improve the
freeze/thaw durability of the paste/mortar.
11
Typicalcompositionof perviousconcrete
• The Pervious Concrete Layer
• Sub-grade Layer
• Drainage
12
Sub-grade Layer
• This is the undisturbed soil underneath the sub-base layer. Sub-grade layer
infiltration rate determines how much water can be absorbed within a given time.
This directly affects the size of the sub-base layer. If the infiltration rate is too low,
larger sub-base or drainage should be considered. If the sub-grade is too fine, it may
be necessary to place geo-textile in between the sub-base and sub-grade to
minimize the migration of fine soil particles into the sub-base. Omitting this could
lead to clogging and reduced retention capacity
13
Pervious Concrete Layer
14
Drainage
• A drainage system is not always necessary but may be needed
when the infiltration rate of the sub-grade layer is low and water
contained in the sub-base cannot be absorbed by soil quickly
enough.
15
Sub Grade Applications
• Leveled subgrade
• Elevated subgrade
16
Leveled Subgrade Layer
17
Elevated sub grade layer
18
Compaction Methods
1. Roller compaction
19
2. Compaction by plate compactors
20
3. Mechanical / manual vibrating screeds
Commonly used technique, which is simple
and fast.
21
Keep in mind….
• Maintenance such as vacuuming or sweeping may be required
in certain areas to preserve pervious properties
• Pervious concrete is only as good as its design and installation.
vacuum for sweeping
pervious pavements
22
APPLICATIONS
23
ADVANTAGES
24
Environmental benefits
• Reduces storm water runoff
• Water management practices
• Mitigation surface pollutants
pervious water
allows recharging
the ground level
25
Safety
• Reduce tire sound
• Prevents glare
Economics
• Low maintenance cost
• More life span
26
DISADVANTAGES
• Extended curing time
• Limited use in heavy vehicle traffic areas
• Frequent maintenance is required
• Compressive strength is low
• Special care in expansive soils & high ground water
conditions
27
CONCLUSION
• The pervious concrete helps the water to
infiltrate
• Cities with pervious pavements would be safer
for traffic, be cleaner and less pollution
28
29
30

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Pervious concrete

  • 1. PERVIOUS CONCRETE ANNAMACHARYA INSTITUTE OF TECHNOLOGY AND SCIENCES PRESENTED BY G. GURU LATHA 13701A0115 1
  • 2. Topics To Be Discussed • What is pervious concrete • History • Mix design • Composition • Subgrade applications • Compaction methods • Applications • Advantages • Disadvantages • conclusion 2
  • 3. 3
  • 4. What Is Pervious Concrete • Pervious concrete is a special type of concrete with a high porosity used for concrete flatwork applications that allows water from precipitation and other resources to pass through it, thereby reducing the runoff from a site and recharging ground water levels. 4
  • 5. History Of Pervious Concrete Pervious concrete was first used in the 1800s in Europe. It became popular again in the 1920s for two story homes in Scotland and England. It became increasingly viable in Europe after the Second World War due to the Scarcity of cement. It did not become as popular in the US until the 1970s 5
  • 6. Mix Design • Aggregates • Cementious Materials • Water • Admixtures Ranges Of Materials Design Void Content: 15% to 30% Water to Cement Ratio: 0.28 to 0.40 Binder to Aggregate Ratio: below 0.25 6
  • 7.  A mix design with little water can create a very weak binder. This will create a very dry mix that is susceptible to spalling and crumbling.  Correct amount of water  A mix design with too much water can collapse the void space, making an almost impenetrable concrete surface 7
  • 8. Aggregates • Pervious concrete has little or no fine aggregates in the mixture. Aggregate size is typically between 3/8 to1/2 inch maximum 8
  • 9. Cementious materials • Typically type-I cement is used for the production of pervious concrete. • Supplementary cementious materials such as fly ash or slag can be used in exchange up to about 25% (fly ash) and up to about 50%(slag) of cement. 9
  • 10. Water • Water meeting standard requirements for conventional concrete can be used for the production of pervious concrete 10
  • 11. Admixtures • Air entraining admixtures may be used to improve the freeze/thaw durability of the paste/mortar. 11
  • 12. Typicalcompositionof perviousconcrete • The Pervious Concrete Layer • Sub-grade Layer • Drainage 12
  • 13. Sub-grade Layer • This is the undisturbed soil underneath the sub-base layer. Sub-grade layer infiltration rate determines how much water can be absorbed within a given time. This directly affects the size of the sub-base layer. If the infiltration rate is too low, larger sub-base or drainage should be considered. If the sub-grade is too fine, it may be necessary to place geo-textile in between the sub-base and sub-grade to minimize the migration of fine soil particles into the sub-base. Omitting this could lead to clogging and reduced retention capacity 13
  • 15. Drainage • A drainage system is not always necessary but may be needed when the infiltration rate of the sub-grade layer is low and water contained in the sub-base cannot be absorbed by soil quickly enough. 15
  • 16. Sub Grade Applications • Leveled subgrade • Elevated subgrade 16
  • 18. Elevated sub grade layer 18
  • 20. 2. Compaction by plate compactors 20
  • 21. 3. Mechanical / manual vibrating screeds Commonly used technique, which is simple and fast. 21
  • 22. Keep in mind…. • Maintenance such as vacuuming or sweeping may be required in certain areas to preserve pervious properties • Pervious concrete is only as good as its design and installation. vacuum for sweeping pervious pavements 22
  • 25. Environmental benefits • Reduces storm water runoff • Water management practices • Mitigation surface pollutants pervious water allows recharging the ground level 25
  • 26. Safety • Reduce tire sound • Prevents glare Economics • Low maintenance cost • More life span 26
  • 27. DISADVANTAGES • Extended curing time • Limited use in heavy vehicle traffic areas • Frequent maintenance is required • Compressive strength is low • Special care in expansive soils & high ground water conditions 27
  • 28. CONCLUSION • The pervious concrete helps the water to infiltrate • Cities with pervious pavements would be safer for traffic, be cleaner and less pollution 28
  • 29. 29
  • 30. 30