Good stuff. Let's talk more geotech and sub-surface investigations!
Then if the soil is clay, let's not ignore the effects of thixotropy as it is worked. Particle randomization leading to an increase in volume and decrease in load bearing capacity due to decreased viscosity.
That's fun to see in person with a gel made out of corn starch and water.
But I admit that it wasn't something talked about much in regards to my short geotech career.
Liquefaction yes - thixotropy as the term used - no.
US 27 thru Fountain City was closed for a month last Fall to remove old surface and install new. The INDOT project manager told me on Veterans Day that the repair would not last longer than 3-4 years. They were back in town 2 weeks ago to make repairs/changes to their mistakes.
US 27 thru Fountain City was closed for a month last Fall to remove old surface and install new. The INDOT project manager told me on Veterans Day that the repair would not last longer than 3-4 years. They were back in town 2 weeks ago to make repairs/changes to their mistakes.
[...edited for brevity...]
Also: South bound I-65 south of 465 down near Greenwood. They're re-doing the south-bound Co. Ln. Rd entrance ramp. Drove by there yesterday and they were actually laying asphalt. Drove further south and saw zones that didn't yet have the subgrade and subbase layed. There were PLENTY of very obvious very soft spots in the compacted soil. Painfully obvious if I can notice them going 50mph in a vehicle driving by. Those spots WILL turn into HUGE holes in the new road in short order. Awesome!
Strange, you would think that with all the high tech and massive government subsidies these people could get fixing a road done correctly.
I used to work for a testing company doing soil compaction testing with nuclear densometers. One thing that happens when big trucks rumble over an area is that the pavement will break down and then the subgrade soil starts to actually loose compaction when the truck tires roll over it when it's wet. The tires "squish" more and more water deeper and deeper into those spots. Then, even after it's dried up, the voids are still there and the next time it rains, it sucks up more water and gets squishy all over again.
When they fixed the road, they probably broke up the pavement, removed it, then they probably rolled a vibratory roller over and called it good. The roller rode over the squishy spots and compacted the surface, but left the squishy soft centers there. You can pave over them, but those pictures show what happens when you do.
Kind of like when you paint over rotten wood or soft plaster, it looks good, for a little while.
Because no one wants to pay what it would take to REALLY fix it.
Also: South bound I-65 south of 465 down near Greenwood. They're re-doing the south-bound Co. Ln. Rd entrance ramp. Drove by there yesterday and they were actually laying asphalt. Drove further south and saw zones that didn't yet have the subgrade and subbase layed. There were PLENTY of very obvious very soft spots in the compacted soil. Painfully obvious if I can notice them going 50mph in a vehicle driving by. Those spots WILL turn into HUGE holes in the new road in short order. Awesome!