BENDING CAPACITY OF DRY STACKED LIGHTWEIGHT CONCRETE BLOCK MASONRY
Dry stacked light weight concrete block masonry is increasingly used due to its superior productivity compared to standard block masonry. Low bending capacity parallel to the bed joints is however a major drawback. This paper presents the results of an experimental study which has been carried out to improve the bending capacity of dry stacked lightweight concrete block masonry. The effects of fol
