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| The home we purchased was very charming.
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But over time we discovered that cracks
(which we were told were caused by a tree hitting the house years
ago) were continuing to expand. |
Geotechnical and structural engineers
were brought in to find the problem and the solution. The root cause
was concealed behind a wall in the garage. |
A double-brick retaining wall, which
supports a concrete slab above the garage, was slowly failing. |
The wall has pushed in at the top
about 3", causing the slab above (which forms the roof of the
garage) to rotate counter-clockwise, making cracks in the brick
and threatening the stability of the house. |
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| A crack monitor shows how much the
top of the retaining wall has moved from January - April of 2002.
Not alot, but slow and steady. |
A crack monitor was also placed at
the rear of the garage at the other large crack. |
A large crack runs from the top of
the door frame to the bottom of the slab. |
The crack monitor shows how much this
crack has expanded from January - April of 2002. |
Remedial contractors were brought
in to fix the wall. A small hole was made in the retaining wall.
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| A soil anchor, like a corkscrew, was
placed in the hole. |
A hydraulic drill was used to turn
the soil screw and drive it into the soil behind the retaining wall.
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When one segment of steel was driven
in, another segment was attached onto the end with bolts. |
For this wall, 35' of steel was driven
before the corkscrew-anchor bit hard enough soil to exceed engineer
tolerances. |
A threaded rod was attached at the
end. |
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| The hole in the retaining wall was
patched... |
...and the engineer-design support
structure was installed. |
The steel beams were bolted to the
floor and ceiling slab and grout was wedged behind the vertical
beems to provide uniform support to the wall. |
We also had a dropped footer in the
crawl space at the front of the house. |
The remedial contractors dug out the
footer. |
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| The rough outside edge of the footer
is squared-off. A bracket will be used to lift and support the dropped
footer. |
The bracket is attached to the footer...
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...and another soil anchor, or pier,
will be driven into the ground vertically and used to support the
footer. |
The hydraulic drill is used to drive
the corkscrew-pier into the ground. In this instance, the contractor
hit a new record depth of 86'. |
A 4-ton jack is used to raise the
bracket/footer's weight onto the top of the steel pier, which is
then bolted off as shown. |
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| The hole is re-filled and top soil
replaced. |
A slotted pipe is buried just below
the surface to carry away any water which may collect at the doorway.
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It shares the ditch with the gutter
drain and a drain line for a sump pump which will be installed in
the crawl space. |
Water was seeping into the basement
at the base of a ~40' wall which runs the length of the house and
seperates the basement from the crawl space. This is part of the
wall as seen in the crawl space. |
The dirt in the crawl space along
this wall was dug out to the footer. The wall was painted with foundation
sealant. 4" slotted drain pipe was installed along the footer
to take any water to a sump basin. |
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| Since the footer is so deep below
crawl space grade, a cage was built to allow access to the sump
basin after backfill. |
Rock was poured over the slotted drain
pipe to help drainage. |
The trench was backfilled. |
The sump drain line was installed,
and a GFCI-protected outlet was installed to power the sump. |
You can see just how deep the sump
basin sits relative to grade. |
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| The sump pump is installed and works
well. |