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For a brick to be irregular, one of the following imperfection (types of brick irregularity) is

present: variation in size (due to variable shrinkage), warping or curvature, taper and surface

roughness. These are considered in turn in the following sections, where the causes,

consequences and avoidance of each are discussed.

5.1.1 VARIABLE SIZE

These are variations in the size of bricks within or between mix/batches, which cause the

a) Causes of variable shrinkage

Brick shrinkage occurs because of moisture evaporation during the drying process. However

this is of small impact unless the soil used contains a high fraction of clay that is prone to

excess shrinkage. If there were constant shrinkage within or between the batches there

wouldn’t be any problem. Non-uniform shrinkage may be caused by one or more of the

following: -

• Excess water in the mix,

• Poor mixing,

• Changes in soil properties,

• Differential compacting pressure caused by poor batching (uneven amount of mix

placed in a mould for each compacting cycle)

• Poor curing (described in more detail in section 5.2)

b) Implication of variable shrinkage on wall alignment

The poor matching (in height, length are easily visible) of bricks during wall assembly delay

construction and cause additional activities (selection, shaving, shimming and replacement of

rejects) that increase construction cost.

c) Remedial measures to control shrinkage

To minimize the outcome of excess shrinkage will require systematic monitoring and close

supervision of all processes to brick production, which include: -

• Treating soil with the correct type and amount of stabilizer (proper designed ratio of

cement to soil)

• Mixing with proper water/moisture content (proper water/cement ratio)

o Pulverizing to remove hard particles

o Sieving to a required size/limits

o Mixing to a standard consistency (by sight)

• Use of adequate compacting pressure during moulding

• Proper curing conditions: -

o Under a roof and on a level floor or

o In the open air with proper flooring and covering materials (plastic sheets,

grass, sawdust etc.)

However the occurrences of variations in brick size due to shrinkage are in general practice

minimised and not eliminated. The remedial measures taken are to prepare and correct them

to be fit for use, as described in Section 5.2.

5.1.2 WARP (CURVED OR TWISTED BRICKS)

These are the changes in brick shape not in right form (twisted), which at the same time may

change the size of the brick.

a) Causes of warped, curved or twisted bricks

In soil stabilization, warping and twisting may occur mainly due to two causes (both

considered in 5.2 below): -

One is rapid drying of bricks cured at the open air without cover. This practice has been

inherited from the production of mud bricks, which normally are left in the open air to dry.

countries. For these two reasons bricks are often of poor quality having irregular shapes

(warped, curved and with severe shrinkage).

b) Implications of warped, curved or twisted bricks for wall alignment

The implications of warped and curved bricks to the wall alignment are more severe than

shrinkage alone, because shrinkage is a linear change to all sides, so to deal with it is simpler,

but warping forms surfaces with ditches and humps. Warped and curved bricks when dry-

stacked make contact at specific points (bumps). If these points are scattered over the surface,

during assembly the contact of the two brick faces will induce rocking, rolling and pitching

until a stable position is found. Moreover placing another brick above may change the lower

brick’s balanced position. This may result in the phenomenon of ‘lateral softness’ that causes

difficulties in maintaining good vertical wall alignment. To stabilise, the structure will require

strengthening i.e. shimming, addition of buttresses etc.

Due to having low contact surface areas between them, bricks develop load concentrations at

their contact points. This concentrated loading easily surpasses the crushing strength of bricks

and therefore resulting in cracking or failure of individual bricks. To prevent cracking in the

case of severe warping, bricks may require a lot of shimming as in traditional bricklaying,

which of course mortarless technology is trying to avoid.

c) Remedial measures to reduce warping, curving and twisting of bricks

Warping, curving and twisting for stabilised bricks can be reduced by proper curing i.e. under

a roof and or under the covering of plastic sheets, grass or any other material to reduce

exposure to air and sun and thus prevent quick evaporation of moisture. The other remedial

measure is making curing-floor surfaces level and hard to reduce moisture percolation into

of brick irregularities; so curing require proper control and close monitoring for effective

performance. Warping and curving can be much minimised on fulfilling the above-

recommended remedial measures. But shrinkage, which is associated with the soil properties,

will remain a task to be addressed by proper soil selection and proper design of the ratios of

cement to soil and water to cement.

5.1.3 BRICK SURFACE ROUGHNESS

The rough-surfaces (random localised bumpiness) of the brick’s faces designed to form

contact, normally are the top and bottom faces that the mortarless technology should direct

more attention. The causes and consequences don’t differ much with those described in

Section 5.1.2, so, do the remedial measures. The emphasize should be on the quality of curing

places and the stacking practice, to keep floor always clean, flat and smooth will protect brick

faces from roughness.

5.1.4 TAPER

These are uneven brick shape changes due to general wear and tear of the press, changes in

mould box dimensions due to bulging or twisting to one side and rocking of movable plate of

press. We leave aside intentional vertical taper introduced to make demoulding easier,

although with wear this may grow to exceed the allowable tolerances. Close monitoring and

control of any source of taper (i.e. having non-parallel top and bottom faces) will give a

warning of brick biases forming. Consistent bias can be corrected by reversing alternate