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Data -- I thought that a few pages back someone mentioned drilled shafts for the foundation substructure with a slab and then the tower basement
That would be a caisson foundation...
Data -- I thought that a few pages back someone mentioned drilled shafts for the foundation substructure with a slab and then the tower basement
Foundation is scheduled to be a mat.
Is it because bedrock is close to the surface in Downtown Crossing (which sits on a cut-down hill, IIRC)?
How is that physically possible? Can you build a high-rise on a mat? Is it because bedrock is close to the surface in Downtown Crossing (which sits on a cut-down hill, IIRC)?
The worlds tallest buildings are built on mat foundations. The mat is used to tie together all the caissons and to evenly distribute the load.
How is that physically possible? Can you build a high-rise on a mat? Is it because bedrock is close to the surface in Downtown Crossing (which sits on a cut-down hill, IIRC)?
SLURRY WALL EXCAVATION CASE STUDY #2:
Post Office Square Garage, Boston, MA
The Post Office Square Garage includes a 7-level, 75'-deep underground garage, constructed with the top/down method, bounded by Franklin, Milk, Pearl, and Congress Streets. Existing buildings up to 40 stories tall are located adjacent to the site. Basement excavation was completed in 1990.
Calculations for this project were done by DeepXcav. Click here to download it or arrange a FREE online demonstration to know more about DeepXcav 2011 performance and features
A perimeter slurry wall, 3.0' thick, extended approximately 10ft into bedrock, provided both the temporary and permanent earth pressure support for the excavation. The diaphragm wall is internally braced by the garage floor slabs (LL1-LL7), which are supported by interior steel H-section columns founded on bedrock at depths 85' to 96' below the ground surface. The interior columns, installed using slurry trenching methods, were concreted into till and rock to form load bearing elements (LBE).
Most of the site is located within the old Boston peninsula; however, the northwestern section is located in an area reclaimed from the sea. Soils in the two sections (3: E-E, D-D) comprise 15' of fill, local pockets of organic silt, 30' to 40' thick clay (Boston Blue Clay, BBC), 0' to 16' of sand, 3' to 20' of glacial till, weathered bedrock, and sound bedrock.
There's a nice (albeit graphically ancient) section on that website:
And another one for "Millennium Place"
The Millennium Place project includes a 55'-deep excavation with five underground parking levels constructed by the up/down method. The excavation has just been recently completed. Numerous buildings are right next to the excavation along the northern, western, and southern sides of the project. The MBTA Orange Line runs under Washington Street to the east of the excavation. Thus, slurry walls were selected to protect adjacent structures from excavation induced damage. The figure on the left displays a typical excavation section while the following figure shows the site plan.
Calculations for this project were done by DeepXcav. Click here to download it or arrange a FREE online demonstration to know more about DeepXcav 2011 performance and features
Soils at the site are representative of profile B as classified by Johnson 1989. The soil profile consists of fill, organics, outwash deposits, marine deposits, outwash deposits, glacial till, and bedrock.
The diaphragm walls are 3.0'-thick and have their toe embedded 40' beneath the base of the excavation, into the marine and glacial till deposits. Load bearing elements and caissons were constructed to carry the vertical loads from the basement floors and the superstructure.
Measured wall deflections are in the order of 0.3" to 0.8" towards the excavation, with some bending evident. Measured settlements are in the same order as wall deflections but at some localized points settlements were larger probably because of other construction activities.
I'm not typically downtown, but I walked by this site tonight around 7:30pm and the work was still going strong. Two diggers and a drill working, horns honking, elevator moving, fence open, lots of guys on site. Has this level of activity this late been consistent for this project? Or does construction typically run into the evening for any project?
By your estimation, how active is this site? I don't get to go by that often anymore so I am not seeing things too often.
Why are they filling the hole with dirt/sand? No basement levels under the tower portion of the project? How many floors are below ground in the Burnham Building?
I also notice some work being done at the place next to the old Barnes and Noble...sign of things to come?