Hello everyone.
For the design of a raft foundation with movement joints:
1) If there are no expansion joints in the slab and there are only partial contraction joints every say 7.5 across the length (50% of reinforcement to continue through joint), I assume that the pressure can spread...
Hello everyone.
For the design of a cantilever retaining wall with:
1) vertical expansion joints every 30m (across the length of the structure) and
2) vertical partial contraction joints every 10m (across the length of the structure - 50% reinforcement continues through the joint)
3) The above...
