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Foundation Replacement with No Disturbance
A three story hotel in Irving, Texas, home to some of the worst soil conditions in the nation, was underpinned with piers that were belled in the active zone. As a result of errors by the engineer and/or contractor, the piers uplifted and moved the building to extreme deflections that exceeded 8inches. To mitigate the problem, 360 — 18inches diameter x 35feet deep drilled piers were installed under the building in five foot of headroom. Despite the low headroom, the new piers were drilled into gray shale a minimum penetration of 10feet. This process was completed while keeping the hotel in full operation with no interruption in services and minimal effects to the landscaping and appearance.
Foundation Replacement with No Disturbance
A three story hotel in Irving, Texas, home to some of the worst soil conditions in the nation, was underpinned with piers that were belled in the active zone. As a result of errors by the engineer and/or contractor, the piers uplifted and moved the building to extreme deflections that exceeded 8inches. To mitigate the problem, 360 — 18inches diameter x 35feet deep drilled piers were installed under the building in five foot of headroom. Despite the low headroom, the new piers were drilled into gray shale a minimum penetration of 10feet. This process was completed while keeping the hotel in full operation with no interruption in services and minimal effects to the landscaping and appearance.
Foundation Replacement with No Disturbance
Witherspoon, W. Tom (Autor:in) / Taylor, Jason E. (Autor:in)
International Foundation Congress and Equipment Expo 2009 ; 2009 ; Orlando, Florida, United States
10.03.2009
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Foundation Replacement with No Disturbance
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