Quote:
Originally Posted by Nowhereman1280
That's not temporary at all. If you look at the first picture those cylinders in the ground with rebar coming out are big cement columns drilled down to act as the permanent shoring for the foundation. I suspect that is an early picture of the site before the hole was dug?
Those big columns ring the entire site and are what is holding back the dirt (probably by a tieback system). They aren't going anywhere for probably a couple hundred years even if the building is never finished.
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I would imagine the OP took all of the pictures at the same time. In any case, the condition in the first picture appears 'undug' because anchorage columns are located a reasonable distance from the excavated hole. This is so that the anchorage is located a certain distance away from the tieback wall so that it can have the proper leverage to actually tie back the wall.
The anchorage columns do not necessarily have to ring around the excavation site. As you can see here, the anchorage columns are located at a very specific location: directly adjacent to a building in the neighboring property lot. The lack of space on this side of the development forced the engineers to design the anchorage columns like this. Had space been not an issue, they would have likely simply buried all of the anchorages neatly underground.