Thanks all for your replies:
"ChipB", thanks for the references. I will go through them.
"civilperson", the buildings will be designed for the tie force.
"PEinc", the site will be undergoing significant earthwork for stabilizing soil including grouting and using geotextile. I have been given...
Hi,
I am designing a number of retaining walls. Some of them are as high as 9m (30ft). On the heel side, there are 3 or 4 storey buildings that give me the opportunity to tie-back the wall at top to the basement or ground floor slab.
Rotation of bottom of the wall around the tie point is...
