Dampness following the insertion of a remedial damp‐proof course

Abstract

Discusses the causes of damp following the insertion of a remedial damp‐proof course and the methods which can be used to detect and prevent it. Details hygroscopic and capillary moisture, the components of the total moisture content of masonry and the uses of a moisture profile with which to measure this. Explores electrical and carbide moisture meters, explaining the pros and cons of each. Reports on alleged failures and reported causes of damp, discussing problems with replastering, condensation and penetrating damp, surface condensation, misreading of signals, bridging. Suggests that the majority of dampness problems can be resolved by undertaking a logical programme of investigation and elimination.

Citation

Coleman, G.R. (1993), "Dampness following the insertion of a remedial damp‐proof course", Structural Survey, Vol. 11 No. 1, pp. 3-9. https://doi.org/10.1108/02630809310028387