Quote:
Originally Posted by yeeg
Wouldnt those beams be used to shore up the surrounding foundations as well as the new foundation? The pile driver is there so that makes sense to me?? Seems early to do that since they still need to dig deeper.
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I had no idea what they are doing until you said this. They pile dive these long (40 ft?) beams in around the perimiter of the site to shore up the excavation.
I found this:
Components of the shoring system.
Excavation for
deep foundation requires
shoring or support to stabilize the surrounding earth in order to maintain the structural integrity of the adjacent roadway, buildings, facilities, etc... Several types of shoring techniques are available. The following pictures at the JMSB-construction site show the shoring system of vertical walls constructed with steel
piles,
timber lagging, and
tiebacks.
- Steel piles act as vertical cantilever beams (Fig. 1) to provide the framework for supporting the timber lagging (or wall).
- Timber lagging is the system of wall-panels made-up of thick timber planks spanning between the steel piles. It transfers the earth pressure to the steel piles.
- Tiebacks (see Fig. 3) tie the wall-system to the earth or rock by means of tension members (or tendons) anchored deep into the soil.
The shoring system is usually left in place after construction finished. Once the timber lagging has rotted, the newly built foundation wall will assume its role.
http://www.bcee.concordia.ca/index.p...for_Excavation
Since we haven't had any major construction downtown for so long, we have lots to learn about how its done.