I know this have been done many times, constructing/trenching diaphragm wall just beside existing foundations. But I cannot get my head around how is the temporary condition being supported?
When trenching besiding the foundation and filling the trench with slurry, and existing foundation gets...
I know this have been done many times, constructing/trenching diaphragm wall just beside existing foundations. But I cannot get my head around how is the temporary condition being supported?
When trenching besiding the foundation and filling the trench with slurry, and existing foundation gets...
Hi,
I'm hoping to sit the next exam and starting to prep for it. One of many things I'm not sure is the level of detail for lateral design. Being on the west coast seismic mostly governs, I would assume the exam only requires wind for lateral since that's the only information given?
Also, in...
