How to Detect, Diagnose, & Evaluate Combinations of Foundation Movement, Bulges, Cracks, Leaning InspectAPedia® -
How to Evaluate and Diagnose Complex Combinations of Foundation Movement Cracks, Bends, Leans, or Shifts in Foundation Walls
Different causes of foundation leaning, bulging, cracking, creeping, tilting, sliding, or other movements, what they look like, how to fix them.
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This chapter of the "Foundation Crack Bible" discusses in detail the recognition of different types and causes of complex or combined building foundation
movement and foundation damage. We distinguish among vertical movement, horizontal movement, leaning, tipping, bending, differential and
uniform settlement, earthquake and storm damage, and other foundation damage patterns.
Our "Foundation Crack Bible" document, of which this web page is a chapter, describes how to recognize and diagnose various types of foundation failure or damage, such as
foundation cracks, masonry foundation crack patterns, and moving, leaning, bulging, or bowing building foundation walls.
To be used properly, this information must be combined with specific
on-site observations at the particular building in order to form a reliable opinion about the condition of that building's foundation. Anyone having
concern regarding the structural stability, safety, or damage of a building, foundation or other components, should consult a qualified expert.
Photographs of types of foundation cracks and other foundation damage: we have a large library of photographs which
we're in process of adding to this document. Pending completion of that work, contact the author if assistance is required.
Combinations of Foundation Wall Movement, Horizontal & Vertical Crack Patterns Occuring Together
Wall bulge and step cracking
Step cracks may also be present in bulged, leaning, or horizontally pushed foundation walls if they were constructed
of brick or masonry block, or possibly (though less common) of stone. In fact since the building foundation corners are stronger
than the center portions of the foundation wall (the opposing wall at right angle resists movement of the wall being pushed),
wall bulges, leans, and cracks tend to occur towards the center of the wall, resulting in step-cracking closer to
the ends of the same wall.
In the photograph above, frost push has bulged the center of the foundation wall inwards; as the forces of wet earth
and or frost pushing on the upper 1/3 of this foundation wall were applied at the center of the wall, the wall bulged
inwards and cracked horizontally at the point of most pressure. As the same forces causing this wall to bend were exerted
closer to the building corners, the wall cracked in the step-crack pattern clearly marked in this picture by the "repairs"
which have been done by filling the cracked joints. If the total amount of wall movement was minor and if the outside
source of pressure (water and frost) has been corrected, further repair or reinforcement may not be needed.
Combinations of Foundation Wall Movement During Collapse
In this collapsing foundation illustration, the masonry block wall has bulged inwards, portions are leaning inwards, and
some of the courses of masonry blocks have slid horizontally to extend over their neighbors. All three movements are present,
and of course this wall needs to be re-built. If you think of a concrete block wall as a stack of "shoe boxes" that you're
holding between your hands, and if your friend begins to push inwards on the middle shoe box, you can keep the stack
of boxes intact for a while.
But eventually your accomplice applies enough horizontal pressure to the center box that
the stack begins to bend. When the bending stack of boxes (or concrete blocks) bends inwards far enough to
pass a critical point, the whole stack simply pops inwards and collapses. This is how a concrete block wall can
collapse suddenly when pressure on it builds past a critical point. (The same wall, if reconstructed with the addition of
vertical steel reinforcing rods and concrete will be much stiffer against the same forces.)
Examples of Flood Damage to Building Foundations
Flood damaged building foundation walls: just as earth pressure or the increased pressure from wet earth can lead to
foundation damage or even collapse, flooding around buildings can lead to foundation damage or collapse from a combination
of pressure on foundation walls and perhaps loosening of supporting soils.
In flood prone areas local building codes may call
for the installation of flood ports on building foundation walls to reduce the risk of building collapse. The principle of
the flood vent is simple: in response to high water surrounding a building the flood vent opens to permit water to enter the building basement or crawl space, thus equalizing pressure on both sides of the foundation and reducing the chances
of foundation collapse.
Examples of other step cracks occurring in masonry walls or masonry foundations
Other step cracks will of course also occur in building masonry block foundation walls and in
brick masonry walls that are not leaning
or bulging particularly, where frost or settlement have been causing an "up and down" movement in the foundation or footing.
We will also encounter step cracks where earth pressure or frost have pushed such a wall horizontally, breaking the
masonry courses near a corner or wall-end in a stair-step pattern such as we see in this little example of water and frost
damage to a brick retaining wall.
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Additional technical contributors & reference sources for this article are listed below.
Use links just below or at the left of each page to navigate this document or to view other topics at this website. Green links show where you are in our document or website.
"Concrete Slab Finishes and the Use of the F-number System", Matthew Stuart, P.E., S.E., F.ASCE, online course at www.pdhonline.org/courses/s130/s130.htm
Sal Alfano - Editor, Journal of Light Construction*
Thanks to Alan Carson, Carson Dunlop, Associates, Toronto, for technical critique and some of the foundation inspection photographs cited in these articles
Terry Carson - ASHI
Mark Cramer - ASHI
JD Grewell, ASHI
Duncan Hannay - ASHI, P.E. *
Bob Klewitz, M.S.C.E., P.E. - ASHI
Ken Kruger, P.E., AIA - ASHI
Bob Peterson, Magnum Piering - 800-771-7437 - FL*
Arlene Puentes, ASHI, October Home Inspections - (845) 216-7833 - Kingston NY
Greg Robi, Magnum Piering - 800-822-7437 - National*
Dave Rathbun, P.E. - Geotech Engineering - 904-622-2424 FL*
Ed Seaquist, P.E., SIE Assoc. - 301-269-1450 - National
Dave Wickersheimer, P.E. R.A. - IL*
*These reviewers have not returned comment 6/95
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