The Construction Thread

As long as the buildings are far enough apart.

But, I'm not one for living in a hive with all the other bees.

The buildings seem to stay together on the way down. I do not dwell much on if the building is solid or not. I walk in the front door and catch an elevator to right floor.

I hope whoever crunched all those numbers got plenty of sleep the night before.
 
The buildings seem to stay together on the way down. I do not dwell much on if the building is solid or not. I walk in the front door and catch an elevator to right floor.

I hope whoever crunched all those numbers got plenty of sleep the night before.

The tilted Japanese buildings were because of soil liquifaction during an earthquake. Note, that when the earthquake stopped, so did the liquifaction and the buildings stayed on a slant.
 
The tilted Japanese buildings were because of soil liquifaction during an earthquake. Note, that when the earthquake stopped, so did the liquifaction and the buildings stayed on a slant.

When the soil is squishing between your toes it is time to find a new place to build.
 
I was in the same room with an engineer once so I feel confident to make a supposition, or at least, a WAG.

There had been a hole dug for a parking structure adjacent the building. On the other side of the building there is that canal, river or whatever. Note the elevation of the water in the canal is pretty high and that puts a high water table over by the building. The digging of the hole caused a situation that caused lateral support for the foundation (on the non-canal side) to give way. If there was some seepage through the soils, there might have been a bit of liquifaction or some artesian flow. Soils have virtually no strength in that situation. Had the hole been deep enough, they might have lost more than the building, perhaps the dike on the canal.

Just a thought, from looking at the pics.

you'd think the footings would be massive?
 
I thought i saw a piece in the first pic......a piece....



It's really hard to tell with these photos.....it looks like some might have failed in tension, but it was prolly a combined failure mode

There are singles spread about... I would have thought bundling them, and having deeper and thicker footings to be the logical way to go.
 
There are singles spread about... I would have thought bundling them, and having deeper and thicker footings to be the logical way to go.

I've seen projects where they 'forgot' to put the steel in the mud......
 
Very cool pic. Getting those first few cables set does not look like and easy task.
I tried to talk the captain into stopping on that island, but no one else on the boat was interested in cranes, big-ass drills and huge blocks of rock.
 
I got a question for you.

Our fabrication foreman is about to take his first vacation since he took over and he’s nervous. He’s young and this is his first time in a supervisory position.

He has confided that he is worried that his people will perform well in his absence. He thinks it will show he is not needed and can be replaced by anyone.

I told him that if his people do well in his absence it shows that he is a good supervisor that trains his people well.

What would you think? Should he be nervous or not?
 
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