Recently I was involved in a project that a Sports Hall is to be constructed on a sloping groud. In the final condition there will be a retaining wall 3.5m high above the slab level on one side of the Sports Hall, and on the opposite side of the Sports Hall, some excavation is required to reduce...
Hi,
I wonder whether anyone can help me on the following issue:
When we design a retaining wall we need to consider the worst waterpressure situation, i,e, the worse case between site measured water table and assumed water table (roughly about 1m below ground level), but do we need to adopt the...
