Mitigation and Repair

Home

 

Frequently Asked Questions About Mitigation and Repair

What options are available for addressing foundation performance issues?     What options are available for improving foundation performance by mitigating moisture changes in the soil supporting the foundation?     Are there any practical limitations on our ability to mitigate moisture changes in the soil?     How is the need for structural foundation repair established?     How are foundations structurally repaired?     How much improvement in performance can be reasonably expected from foundation repair?    If I buy a house that shows signs of foundation movement related damage, will I be able to sell the house?     What are some examples of a foundation in need of concrete repair?          What is your philosophy of foundation mitigation and repair?

What options are available for addressing foundation performance issues? 

Many houses in the Greater Houston Area will experience foundation performance issues during their useful life.  The foundation performance issues experienced can range from hairline cracking that is difficult, if not impossible, to reliably attribute to foundation movement (or any other specific cause) to severe cracking in drywall and brick veneer accompanied by wood framing members being pulled apart.  Such a wide range of performance problems dictate a wide range of options to address the issue.  The options available include the following:

bullet

Taking no action at all.  This is a perfectly acceptable option so long as there is no structural damage.  In our experience, this is also the most common response when the damage due to foundation movement is minor. 

bullet

Non-structural remediation measures.  Non-structural remediation measures include vigilantly watering the foundation during dry periods, making occasional cosmetic repairs, improving and maintaining drainage around the foundation, removing trees and/or large shrubs and making changes in the finishing of the house such as changes in wall coverings.

bullet

Structural remediation measures.  Structural remediation measures applicable to slab-on-ground foundations usually include what engineers refer to as structural underpinning, grouting and mudjacking, crack injection and tendon stressing.

(return to top)

 

What options are available for improving foundation performance by mitigating moisture changes in the soil supporting the foundation? 

There are a number of potentially applicable options for mitigating changes in the moisture in the soil supporting the foundation.  These options include soil surface grading, subsurface drains, watering the foundation, removing and pruning trees, controlling roof water, maintaining ground covers, and controlling lawn irrigation.  Each of these are briefly discussed below:

bullet

Soil Surface Grading: This is your first and primary line of defense against excessive moisture in the supporting soils.  It is very important that the ground adjacent to the foundation be graded so it falls 6-inches in 10-feet or to the property line.

bullet

 Subsurface Drains: Underground drains are appropriate for playing a supplemental role in preventing the supporting soils from absorbing too much water.  I say supplemental because it is usually a mistake to rely on an underground drain system when the ground adjacent to the foundation is not properly graded.  Grading the soil properly to an underground drain around 10-feet away from the foundation is acceptable.  Leaving the ground surface flat and placing the subsurface drain close to the foundation is asking for trouble.  Underground drains can clog and they can develop leaks.

bullet

Managing Trees and Large Shrubs: Trees and large shrubs extract large amounts of water from the soil every day.  When they are close to the foundation, they can significantly exacerbate the shrinkage of soil when there is a drought.  It is during extended dry periods that we see most of the damage due to foundation movement; the houses that exhibit damage during a drought almost always have trees close to the foundation that are clearly making the situation much worse than it would be otherwise.  Trees and large shrubs can be managed for improved moisture control and foundation performance.  Large shrubs can be removed.  Trees can also be removed.  In many cases, the roots of trees can be pruned between the tree and the foundation.

bullet

 Controlling Roof Water: Large quantities of water come off the roof of a house. The flow of water off the roof will always be uneven except for the case of a hip roof.  The best way to control water flow off a roof is with a roof gutter system.  It is important that all eave areas be guttered.  Guttering some of the eaves while leaving other eaves without gutters makes the problem worse, not better.  It is also important that the water not be discharged onto the ground within 5-feet of the foundation.  Discharging roof water close to the foundation has the potential of causing significant foundation movement.  Water discharged close to the foundation can easily percolate through the backfill to the supporting soil under the perimeter of the foundation if the backfill is not properly compacted.  Unfortunately the backfill is usually clay and clay can be difficult to compact properly.

bullet

 Maintaining Ground Covers: There are many homes that have areas around the foundation where it is difficult to get grass to grow.  The grass simply cannot compete with the trees for moisture and soil nutrients.  The best thing to do, in many cases, is to turn these areas into gardens and mulch them heavily.  The mulch can be very effective in preventing the soil from losing excessive moisture.  What happens in many cases is that the area is not turned into a garden, but is left as an area that is bare and exposed.  During a dry period, these areas can easily become desicated resulting in more settlement and damage than would otherwise be the case.

bullet

Maintaining Lawn Sprinkler Systems: There is nothing wrong with having a lawn sprinkler system.  Having stated that point, I must also point out that most of them are installed in a way that presents a (potential) problem to the future performance of the foundation.  The two most important problems with these systems are the following: 

bulletThe supply lines are usually placed to close to the foundation.  These lines are prone to leakage which can cause swelling of the soil near the areas that are leaking.
bulletThe control values are prone to leakage.  Since these valves are usually very close to the foundation, they should be checked frequently for leakage.  Ideally, they should also be located at least 5-feet from the foundation.

(return to top)

 

Are there any practical limitations on our ability to mitigate moisture changes in the soil? 

It should be understood that, from a practical perspective, there are several fundamental reasons why a homeowner, or an engineer for that matter, has only a limited ability mitigate moisture changes in the soil supporting the foundation.  One problem is clearly the weather.  Houston weather varies from very wet to extended periods of dry weather and even drought.  While this can be compensated for by watering the ground adjacent to the foundation, the reality is that it is very difficult to assure uniform wetting of the soil to a sufficient depth to be effective.

Also, there is virtually nothing a homeowner can do about the movement of moisture from lower soil strata to the soil near the surface supporting the foundation.  The fact is that engineers have a limited, even inadequate understanding, of how moisture moves through the soil.

From our experience, most engineers practicing in this area believe that aggressive moisture stabilization measures can cut foundation movement by around 50%.  That is a significant reduction, but it may take 6-months to 3-years to obtain that result.  It is important to realize that aggressive moisture stabilization results in a wide range of reduction of foundation movement. Some houses may get a much greater reduction and some may get a much lower reduction.

(return to top)

 

How is the need for structural foundation repair established? 

Unless foundation movement results in a structural safety issue that can only be corrected by underpinning the foundation, repairing the foundation structurally should be viewed as an option, not a need.  In the large majority of situations where there is impaired foundation performance, structural foundation repair should be viewed as an option that may or may not be appropriate for a given situation.  Deciding to make structural repairs to a foundation should be made with a clear understanding of the likely benefits and risks of the proposed repair.

For instance, there are a series of questions that should be asked and answered before deciding to underpin a foundation.

bulletWhat improvement in foundation performance can realistically be expected from underpinning?  If the damage is not severe, it may be better to make cosmetic repairs to the house and take other appropriate non-structural remediation measures.  Underpinning is not normally effective or cost efficient unless the foundation related damage to the house is severe.  No honest foundation repair contractor will guarantee that underpinning will result in a level foundation.  In fact, studies have shown that the typical foundation repair job, where the perimeter of foundation is underpinned, can become less level over time as the central non-underpinned area settles during dry periods while the perimeter is not allowed to settle due to the presence of piers or pilings.  Foundation repair contractors also cannot guarantee that the underpinning will prevent future damage to the house.  There is always some residual risk of damage due to foundation movement after the foundation is underpinned.
    
bulletWhat means are available to mitigate soil moisture changes?    Foundation movement in expansive soil areas is normally driven by changes in moisture regime in the supporting soil.  Even if the foundation related damage to the house is severe, underpinning is not likely to be effective in the long run unless the causes of the changes in the moisture regime are removed.  There are several ways homeowners can mitigate the changes in the soil moisture.  They include maintaining positive drainage away from the foundation.  The normal recommendation is to shape the surface of the ground adjacent to the foundation so that it falls 6-inches in 10-feet as you move away from the foundation.  No water should be allowed to discharge within 5-feet of the foundation.  This includes plumbing leaks, air conditioning condensate discharges, and discharges of water from roof gutters.  Trees, especially hardwoods such as oaks, and large shrubs can remove large amounts of water from the soil leading to excessive foundation settlement, especially at the outside corners of the foundation.  All ground within 5-feet of the foundation should have some sort of ground cover to prevent excessive drying.  Last, but not least, the ground adjacent to the foundation should be watered when the weather is dry.

Unfortunately, the migration of moisture through the soil is one of the least understood aspects of expansive   soils.  We know that, in at least some situations, soil moisture migrates from lower soil strata to the soils supporting the foundation.  This moisture can become trapped under the slab-on-ground foundation resulting in a center lift distortion mode.
bulletWhat damage to the house is the repair process likely to cause?  Underpinning and grouting and mudjacking can result in unintended damage the foundation and the house.  The damage is usually minor, but it can be significant.  The author has personally seen drywall cracks as wide as 1.25 inches that were caused by underpinning.  Underpinning can result in portions of the foundation being forced to act as an elevated structure instead of a ground-supported structure.  This can result in significantly higher bending moments in the slab structure that it was intended to experience.  True structural failure can result.
bulletIs the foundation movement excessive and progressive?  Foundation movement is usually considered excessive if the foundation is deflecting more than an inch for every 360 inches of span.  Thus, a 60-foot (720-inches) wall could defect 2-inches at each end; a 30-foot (360-inches) wall could deflect 1-inch at each end.  Foundation movement is considered progressive if it is clearly growing over time.  This can be determined only by monitoring foundation movement over a period if time, usually at least 6-months but possibly lasting as long as 2-years.

In summary, the decision to underpin or not to underpin a foundation is a judgment based on an understanding of the type and extent of damage judged to be caused by foundation movement, the probable benefits and risks of foundation repair and the costs involved.

  (return to top)

How are foundations structurally repaired? 

In most cases, foundations that are structurally repaired are underpinned.  This is an engineering term that, in this context, refers to the process of providing structural support under the existing slab-on-ground foundation.  Underpinning a slab-on-ground foundation is usually done with the intent to lift some foundation areas to attempt to bring the slab surface to a closer approximation to the as-constructed condition.  The underpinning is also intended to make the foundation perimeter less susceptible to future settlement.  The traditional way to underpin a slab-on-ground foundation is to place reinforced concrete piers under the perimeter of the foundation.  The bottoms of the piers are belled out.  This spreads the load transferred to the soil and prevents the pier from being pushed up when the soil swells.

If you visit the www.dawsonfoundationrepair.com website, you will find an excellent discussion of the foundation repair process. 

(return to top)

How much improvement in performance can reasonably be expected from foundation repair? 

This is a question that is difficult answer.  Most people are surprised that no foundation repair contractor actually promises to make their foundation work better than it did prior to the repair work.  All they warrant is that after the foundation repair work the underpinned area will not settle more than a specified amount, usually an inch of settlement for every 30-feet of underpinned span.  The repair work is almost always done without any definitive evidence that the foundation has settled more than an inch for every 30-feet of span.  Most homeowners who underpin their foundation have no way of knowing if their foundation has settled more than an inch for every 30-feet of span.  Nor do they normally have a rational basis for believing that the foundation will or will not settle more than the warranted amount in the future absent any underpinning.

In our experience, foundation underpinning will usually reduce the future settlement by about half. In terms that the lay person can relate to that generally means that the number of drywall and stucco cracks will be cut in about half.  The number of brick veneer cracks will usually not change but the average width of the brick veneer crack will usually be cut in half.  The number of sticking doors may also be cut in half.

(return to top)

 

If I buy a house that shows signs of foundation movement related damage, will I be able to sell the house? 

Engineers and real estate inspectors are in the business of informing potential buyers as to the condition of the house, not its marketability.  However, there are a couple of points that bear on this question that can best be made by an engineer or inspector:

bulletIt is unreasonable to not expect some degree of damage due to foundation movement in resale houses in the Greater Houston Area.  The combination of expansive soils, thin flexible slab-on-ground foundations and wooded lots virtually guarantees that many houses will experience some damage due to seasonal foundation movement.  This type of movement rarely affects the structural stability of the frame structure of the house.
bulletThere is a wide range of opinions concerning how much cosmetic damage is acceptable or not acceptable.  Some people find even hairline cracks unacceptable; others find almost any crack width acceptable so long as there are no structural safety or stability issues.  If the degree-of-damage shown by a house you are considering buying makes you uncomfortable, you should probably not buy the house.

 

 

(return to top)

 

What are some examples of foundations in need of concrete repair? 

The following are two examples of concrete repair that are sometimes required:

bulletWedge or Corner Cracks: These are cracks that are frequently formed within 12-inches of the outside corners of the foundation.  They result when the brick veneer expands when it is heated by the sun.  As the brick veneer expands it pushes outward on the foundation.  The frictional forces on the concrete surface cause the foundation to crack at the corner.  Wedge cracks or corner cracks are not indicative of a structural performance issue.  They may, however, require concrete repair if the cracking is so bad that the brick veneer begins to fail.


bulletExposed Cable Ends: In post-tensioned slabs-on-ground, the ends of the post-tensioning cables may become exposed.  When this happens, the anchors that hold the cables in place can become damaged due to corrosion.  To prevent the damaging corrosion, a concrete repair should be executed that will protect the anchors.
 

 

(return to top)

 

What is your philosophy of foundation mitigation and repair? 

Our philosophy of foundation evaluation can be summed in the following statements: 

bullet Most houses that show distress due to foundation movement do not warrant foundation repair.  The reason is that most damage due to foundation movement is cosmetic.  Making cosmetic repair is more economical than underpinning the foundation and underpinning the foundation is not likely to be effective in preventing future cosmetic damage.  In our opinion, foundation repair should be reserved for houses that show true structural damage or severe cosmetic and/or functional damage.
bullet The cause of the soil moisture changes causing the damaging foundation movement should isolated.  This is the key to mitigating the damage to the house caused by the moisture changes in the soil.  The US Army Corps of Engineers recommends that no underpinning be done until the causes of the soil moisture changes have  been corrected and some period of time allowed to pass so the effect of the corrections can be evaluated.
bullet The work may have to be repeated because of a failure to isolate the cause of the moisture changes in the foundation soil.  It is not always obvious what the source of the moisture changes in the supporting soil is.  Any homeowner should be prepared for the possibility that the search for the source or sources of the moisture changes may take awhile.
bullet Only one remedial measure at a time should be attempted at a time so that its effect on the structure can be evaluated.  The best approach is usually to attempt one remedial measure at a time.  It is important to allow some time to pass before attempting another remedial measure so the effect of the first remedial measure can be evaluated.
bullet The structure is seldom rebuilt to its original condition.  It is unrealistic to expect that  non-structural remedial measures or foundation underpinning can make the house like new.  Once a house is damaged by foundation movement, it will always show some distortion.
bullet Remedial measures may not be successful.  Many people naively believe that foundation underpinning will "fix" the foundation.  Nothing could be further from the truth.  The fact is that some houses cannot be "fixed" regardless of any structural repairs or non-structural remedial measures that are taken.
bullet Be prepared to live with what you are buying.  Since it is possible that remedial measures may not be successful, understand that of you buy the house it will be yours and you will have to live with it.  Do not purchase a house that shows a level of foundation performance that you are not comfortable with or are not willing to tolerate. 

We believe the above approach is consistent with the Texas Section ASCE publication Guidelines for the Evaluation and Repair of Residential Foundations and with US Army Corps of Engineers publication Foundations in Expansive Soils

(return to top)

 

 

© 2004 R. Michael Gray, P.E.  This material may be reprinted for personal and educational non-commercial use only.  This material is based on generally accepted engineering principles and practices; it is for general information only.  The information contained herein should not be used without first securing competent professional advice with respect to its suitability for a general or specific application.  Anyone using this information assumes all liability for such use.