On a report about suspected subsidence by my insurance company, there is a paragraph in the document which states:
"The configuration of the cracking in the render on the rear is considered typical by the onset of render failure. This particularly occurs when a strong render has been applied to the face of the wall. The lack of flexibility within the mortar will cause it to crack, allowing water to penetrate and be trapped between the wall and the render. If allowed to continue, the eventual result is the failure of the render."
In the room relating to the rear wall, there are several areas of internal cracks.
Can someone provide guidance to what can be done in this instance to avoid full failure of the render.
Thanks.
"The configuration of the cracking in the render on the rear is considered typical by the onset of render failure. This particularly occurs when a strong render has been applied to the face of the wall. The lack of flexibility within the mortar will cause it to crack, allowing water to penetrate and be trapped between the wall and the render. If allowed to continue, the eventual result is the failure of the render."
In the room relating to the rear wall, there are several areas of internal cracks.
Can someone provide guidance to what can be done in this instance to avoid full failure of the render.
Thanks.