Simple Testing of
Admixtures and Surface Coating for Permeability to Water.
This method of test describes the procedures for determining
concrete permeability to water by capillary absorption method for comparison
between controlled specimens and the specimens containing admixtures having
surface coatings.
This method gives the waterproofing efficiency of admixtures and
coating, thus also of the greatest interest for durability of concrete offers
protection to reinforcement from corrosion.
For all test specimens materials, proportions, workability,
mixing, compaction, casting, curing, temperature and testing method should be
kept identical for conclusive comparison between controlled and
admixture/coated specimens.
10cm cubes of the following mix are to be cast by hand
compaction filling the cubes in two layers each layer to be rammed 35 times by
ramming rod 16mm dia 600mm in length one
end bullet pointed. A set of 3 cubes shall be prepared with the recommended
dosage of admixture. The other set of 3 cubes shall be made without any
admixture (controlled cube). In case of surface coating is to be tested, then
all the six cubes shall be made of the same mix.
Mix Proportions-
OP Cement 43 grade = 200 Kg/m3
Sand Zone II = 850Kg/m3
20-5mm aggregate = 1115lg/m3
Water= To give slump of 40+–5mm
or compaction factor of about 0.90.
The above is a suggested mix of sand and aggregate having
specific gravity of 2.6. Mixes may be designed as per local aggregates.
Cement:Aggregate ratio should be
kept 1:9 to 1:10
Liquid admixtures usually reduce the water demand, but in very
lean mixes there shall not be much reduction in mixing water.
The water of the liquid admixture should be accounted in the
mixing water. A few trials of controlled concrete workability will be required
for getting the exact quantity of mixing water for obtaining required
workability. As far as possible this controlled concrete mixing water should
not be exceeded with the admixture mix. The lean mix as recommended above will
be desirable for this type of test.
After 24 hours of casting, all the cubes shall be demoulded and
cured in clean water in the same curing tank for 28 days. After 28 days of
curing all the cubes shall be dried in a ventilated oven at the temperature of
100oC to +–10oC till constant
weight. If surface coating is to be tested, then as per recommendations of the
manufacturer three cubes to be surface coated at one face and upto the height of 5 cm on all the four faces. After
coating and conditioning, these cubes along with the controlled cubes shall
again be died in the oven at a temperature of 50oC to +–2oC
till constant weight. Coated cubes faces should be kept upward while keeping
them in oven, sot that coating should not be damaged. The coating after its
application should withstand without any physical and chemical change a
temperature of 50oC, which is a temperature normally reached of
concrete surfaces exposed to sun at most places of India during summer. A
coating sensitive to this temperature should not be tested with this method.
All the six weighted cubes shall be placed in the same glazed or
glass flat tray, so that the cubes are dipped up to a level of 1.2cm. The level
of the water shall be maintained throughout the experiment by adding fresh
water from time to time. Evaporation of water from exposed cubes surfaces and
tray is prevented by covering the entire set up by polythene. Care should be
taken that polythene should not disturb the set up. Determine the gain in
weight of the cube at different intervals till the weight of cube become
constant.
The permeability of each cube of a set shall be found by
determining the coefficient of water absorption with the help of the formula:
A= Mw/t
Where A – Coefficient of water absorption.
Mw – Amount of water absorbed per unit area.
T – Time in second for absorption
From the test results the effectiveness of admixtures and
coating may be compared with controlled specimens. This method is simple for
testing waterproofing admixtures and coating without any special equipment.