Is there a generally acceptable lateral movement of a caisson wall parallel to an existing reinforced concrete 10 storey condo building which is 3.5 m distance from the proposed new caisson wall to the nearest existing building footing founding elevation? The new building excavation is about 13 m deep. We want to specify the permissible maximum lateral movement of the new caisson wall. The movement would be measured at the uppermost level of tiebacks (this corresponds approximately with the bottom of the existing building spread footing which is 3.5 m away).
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
By implementing a new 3D CAD tool, top-performing manufacturers can reduce their development time by 19 percent and development costs by 15 percent. Most importantly, engineers can increase iterations by 14 percent â€” leading to more innovation and competitive advantages. Download Now