I am looking at the effect of ambient temperature of concrete repaire, particularly on the interfacial zone of combined repair system. So could any body working in this area provide me with the latest information regading this subject.
Farhat
I am working on the thermal gradient of concrte results from the ambient temperature which is not more that 50 C. I am really seeking an answer for the effect of high ambient temperature on the bond between concrete beams and repair materials.
In case the concrete beam is casted in hot...