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SIR BHAVSINHJI POLYTECHNIC
INSTITUTE
BHAVNAGAR
Permeability
of concrete
 Presented BY: guidance by :
ghoghari parth a. Meghani sir
146490306037
civil-A
Topic
Permeability is defined as the property that
governs the rate of flow of a fluid into a
porous solid.
 For completing hydration of cement about 38 % of
water by weight of cement is required to fill the gel
pores.
 If more than 38 % of water is used, than excess
water will cause undesirable capillary cavities and
the concrete becomes porous. Porous concrete has
a higher permeability
A. Gel pores
B. capillary pores
Gel pores : it is so small that hardly any water can
pass through under normal condition.
 Its permeability is 7 × 10¯₁₆ m/s which is about
1/100 of that paste hence it do not contribute to
permeability
 Capillary pores : it consist about 0 to 40 % of the
paste volume.
 They are much larger than gel porous
 In reinforced concrete, ingress of water and air will
result in corrosion of steel leading to expansion,
cracking, and disruption of concrete.
• The penetration of deleterious material in solution
may adversely affect the durability of concrete.
Ca(OH)₂ leaches out and aggressive liquids attack
the concrete.
 If concrete becomes saturated with water due to
permeability, it is more vulnerable to frost action.
 The permeability is very important in case of liquid
retaining structures like water tanks and dams
where water-tightness is necessary.
The main
factors
affecting
permeability
are:
Water/ cement
ratio
Properties of
cement
Aggregate
Absorption and
homogeneity of
concrete
Curing Use of
admixtures
Age of concrete
 The permeability is lower with lower water/
cement ratio & with higher cement content
permeability becomes less.
 For the same water/ cement ratio, coarse cement
tends to produce a paste with higher porosity of
cement than a finer cement. In general, higher the
strength of cement paste, the lower will be the
permeability
 For a given water/ cement ratio, greater the
maximum size of aggregate greater is the
permeability. This is because of the relatively larger
voids. Well graded aggregate reduces the
permeability
 The volume of pore space in concrete is measured
by absorption of water in concrete.
 The absorption depends upon the structure of the
concrete.
 Non homogeneity affects the permeability.
If the concrete is homogeneous then the water
absorption is less & Permeability decreases
 Continued hydration of the cement paste results in
the reduction in the size of the voids which
decreases the permeability. Proper curing of
concrete decreases the permeability of concrete.
Permeability of steam cured concrete is generally
higher than that of wet-cured concrete.
Use of water proofing admixtures reduces
permeability .
In general, the use of extra cement will be more
effective in reducing the permeability. In case of
porous concrete surface treatment decreases
permeability.
In fresh concrete paste it has more capillary pores.
Thus it has more permeability. With the progress of
hydration, the permeability decreases rapidly
because the gross volume of gel.
Thus by this the capillary pores decreases &
permeability decreases.
Permeability of concretre

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Permeability of concretre

  • 2. Permeability of concrete  Presented BY: guidance by : ghoghari parth a. Meghani sir 146490306037 civil-A Topic
  • 3. Permeability is defined as the property that governs the rate of flow of a fluid into a porous solid.
  • 4.  For completing hydration of cement about 38 % of water by weight of cement is required to fill the gel pores.  If more than 38 % of water is used, than excess water will cause undesirable capillary cavities and the concrete becomes porous. Porous concrete has a higher permeability
  • 5.
  • 6. A. Gel pores B. capillary pores Gel pores : it is so small that hardly any water can pass through under normal condition.  Its permeability is 7 × 10¯₁₆ m/s which is about 1/100 of that paste hence it do not contribute to permeability  Capillary pores : it consist about 0 to 40 % of the paste volume.  They are much larger than gel porous
  • 7.
  • 8.
  • 9.  In reinforced concrete, ingress of water and air will result in corrosion of steel leading to expansion, cracking, and disruption of concrete.
  • 10. • The penetration of deleterious material in solution may adversely affect the durability of concrete. Ca(OH)₂ leaches out and aggressive liquids attack the concrete.
  • 11.  If concrete becomes saturated with water due to permeability, it is more vulnerable to frost action.
  • 12.  The permeability is very important in case of liquid retaining structures like water tanks and dams where water-tightness is necessary.
  • 13. The main factors affecting permeability are: Water/ cement ratio Properties of cement Aggregate Absorption and homogeneity of concrete Curing Use of admixtures Age of concrete
  • 14.  The permeability is lower with lower water/ cement ratio & with higher cement content permeability becomes less.
  • 15.  For the same water/ cement ratio, coarse cement tends to produce a paste with higher porosity of cement than a finer cement. In general, higher the strength of cement paste, the lower will be the permeability
  • 16.  For a given water/ cement ratio, greater the maximum size of aggregate greater is the permeability. This is because of the relatively larger voids. Well graded aggregate reduces the permeability
  • 17.
  • 18.  The volume of pore space in concrete is measured by absorption of water in concrete.  The absorption depends upon the structure of the concrete.  Non homogeneity affects the permeability. If the concrete is homogeneous then the water absorption is less & Permeability decreases
  • 19.
  • 20.  Continued hydration of the cement paste results in the reduction in the size of the voids which decreases the permeability. Proper curing of concrete decreases the permeability of concrete. Permeability of steam cured concrete is generally higher than that of wet-cured concrete.
  • 21.
  • 22. Use of water proofing admixtures reduces permeability . In general, the use of extra cement will be more effective in reducing the permeability. In case of porous concrete surface treatment decreases permeability.
  • 23.
  • 24. In fresh concrete paste it has more capillary pores. Thus it has more permeability. With the progress of hydration, the permeability decreases rapidly because the gross volume of gel. Thus by this the capillary pores decreases & permeability decreases.