This is case E10, after an initial round of filling. Note the rim of the subsidence.
Permafrost subsidence
I started filling it immediately. No initial photo was taken.
The fissure is barely visible at this rim.
An ice-ax can be a helpful diagnostic tool.
Rocks and dirt: a temporary answer?
Repeat as needed.
Compacting the soil is appropriate if possible. I drove my truck all over this.
Before:
After
Or was it just a bad dream?
Return to opening discussion
The nature of frost heaves.
Nature of frost heaves
Return to opening discussion
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Below we have shots from Case E14.
This was my first encounter with a subsidence. And it spooked me. It was under my house.
The soil is "light and fluffy," settled a foot below the foundation.. There's nothing supporting that portion of the foundation It looks solid, for now. . . .
View beneath sinking arctic entryway.
Teltale "hourglass" indentations betray a fissure undermining the street. No wonder the city was using a dynapac ad-nauseum when they upgraded our intersection. Those vibrations may well have exaccerbated this.
I pushed dirt from the top of the mound into the open fissures.
Those fissures looked bad. This looked somewhat better.
After these photos were taken, my landlord sent in construction workers to jack it up and pour a new slab. Thank goodness that's over. It was like a barn raising.
The roots went nowhere. Above, a birch tree was dying.
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