The wall is actually a propped cantilever and as the reinforcement from the wall ties into the slab on compacted grade which serves as the access ramp to the first level. The issue is the designer calls for the reinforced masonry wall( up to 14ft high) to be shored until the slab reaches design...
Can anyone recommend a book(s) that deal with the temporary shoring of reinforced masonry walls while back filling against them? The masonry wall, on the access ramp to the first floor of a multistory car park retains earth will which will form the base to which the rc slab on grade ramp to...
