Case 3

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Cause of Defects

In this case, the cracking may have been the result of:

beamwall
Figure 1
  • Differential expansion of the backing wall; i.e. between the concrete beam and the brickwall (Figure 1). The differential expansion rates will set up stresses between the interface which results in the prominent crack line along the junction of different backing wall materials.
absorption1
Figure 2a
absorption2
Figure 2b
absorption3
Figure 2c
  • It may also be due to the different absorption of the 2 materials on the installation of the plaster resulting in shrinkage of the plaster and hence cracking along the interface (Figure 2a to c).
  • The lack of reinforcement between the 2 materials may also have aggravated the crackling.
  • It may also be due to the inadequate number of concrete stiffeners across the panel of brickwall.
PIC6
Figure 3a
PIC7
Figure 3b
PIC8
Figure 3c