|Schedule your inspection today!
Foundation repair/remediation contractors usually provide some form of underpinning as one of their services to repair
a failed foundation. While underpinning is critical to the repair of foundations, it is also crucial that customers,
engineers, remodeling contractors and the general public understand the purpose of underpinning, or foundation
shoring, and the limitations of same.
DEFINITION OF UNDERPINNING
Underpinning is the process of modifying an existing foundation system by extending it to or into subsurface strata that
is deeper and more stable than the near surface soil that sup- ports the existing foundation system. This is done to
provide vertical support that is not present in the existing design. Methods of underpinning include the construction of
footings, stem walls, driven piling or drilled piers.
PURPOSE OF UNDERPINNING
Many of the houses that forensic engineers and repair contractors are asked to evaluate were constructed with
foundations that are inadequate for the conditions existing on site. Because of the lack of suitable land, homes are
often built on marginal land that has insufficient bearing capacity to support the substantial weight of a structure. In
addition, there are many areas of the country where the near surface soils consist predominantly of expansive clays
that shrink and swell as their moisture content changes. As a result, underpinning is required to extend the foundation
support to depths that provide greater bearing capacity and/or are less affected by climate, soil conditions and/or
homeowner's actions. This underpinning, if properly designed and installed, provides the basis to lift the structure to a
more acceptable elevation and provides vertical support to prevent the underpinned area from settling.
In many areas of the country, house foundations consist, wholly or in part, of concrete slabs supported directly by the
soil. In some instances, the slab portion forms the ground or basement floor, which is structurally independent from the
perimeter foundation. In other cases, a similar soil supported floor slab rests on top of, and is partially supported by,
the perimeter foundation. In Texas, slabs are generally cast monolithically with perimeter as well as interior beams that
are designed to provide sufficient support for the entire structure as well as to provide stiffness to resist differential soil
movement enough to limit cracking in the foundation and finishes. Texas slabs are typically reinforced with
conventional reinforcing steel (re-bar) and/or post-tensioned cables that are installed throughout both the slab and
beam portions of the foundation.
LIMITATIONS OF SLAB-ON-GRADE FOUNDATIONS
Settlement As A Result Of Poor Pre-Construction Compaction:
Slab-on-grade foundations depend upon the uppermost soil layer( s) to provide sufficient bearing capacity to support
the structure and to keep the foundation stable. If the bearing soil was insufficiently compacted prior to construction,
the foundation is subject to settlement as the supporting soil consolidates.
Settlement As A Result of Poor Pre-Construction Compaction
Foundation Movement Resulting From Soil Moisture Changes
CAUSES AND MODES OF FOUNDATION MOVEMENT
Movement As A Result Of Seasonal Moisture Changes
As mentioned above, foundations that are built directly on expansive soils that are subjected to non-uniform changes
in the soil moisture content can suffer from differential movement. During extended periods of dry weather, the
expansive supporting soil shrinks causing foundation settlement. During extended periods of wet weather, the
expansive supporting soil swells causing upward movement of the foundation (upheaval). Localized site and
environmental factors that promote or limit the flow of water into and out of the supporting soil as well as non-uniform
distribution of the expansive soil under the foundation affect the magnitudes of the movement ( either upward or
downward) at different locations of the foundation. It is important to understand that it is differential, not the total
movement of the foundation that causes damage to the structure. In other words, the performance of a foundation that
moves up and down uniformly with the changing seasons is superior to a foundation where the movement is not
Slab/Foundation Movement Caused By Plumbing Leaks
A slab-on-grade foundation acts as a vapor barrier by resisting soil moisture variations due to evaporative moisture
loss and by shielding the under-slab soil from rainfall. Under optimum conditions, the soil moisture under the slab will
achieve a degree of equilibrium. When a plumbing leak occurs under a slab, the moisture equilibrium is distorted. As
moisture is added to the soil from the leak, soil and foundation movement often result. The type and degree of
movement depends upon soil type and expansiveness, soil density, soil moisture content prior to the leak, the length of
time over which the leak has occurred, the quantity of moisture being added to the soil over a given period of time and
a few other factors.
Upheaval to a Slab-on-Grade Caused by a Plumbing Leak
1. If the soils are expansive and were dryer than optimum prior to the leak and have a high density, the foundation/slab
will heave (move upward) in the vicinity of the leak and corresponding damages will be apparent in the structure. In this
example, the soil will probably not contract significantly after the leak is repaired, which will result in a permanent dome
in the slab.
2. If the soil is at optimum density and moisture prior to the leak, there is an opportunity for the soil to contract. It is
possible, but not probable, that the slab will regain its original elevation profile because clay soil expansion/ contraction
generally does not follow a linear progression as moisture is added and then reduced. The slab could be permanently
left above or below its initial elevation.
3. Should a leak occur under the slab where the soil is of very low density, the additional moisture often lubricates the
solid clay particles and causes consolidation of the support soil prior to leak repair. After the leak is repaired under this
example, the slab will often "dish" or settle (move downward) even more.
NOTE: Concrete and steel will often develop a "stress memory" after deformation that will not allow the slab to return to
its original shape. This may be the result of soil or concrete chips filling cracks in the slab, which prevents the slab from
"coming back together" completely. In a post-tensioned slab, stress in the post-tensioning cables may resist the
tendency for the slab to move back into place.
In a conventionally reinforced slab, permanent deformation (yielding) of the steel reinforcing bars may prevent the slab
from returning to its original shape.
Foundation Upheaval Caused by Negative or Poor Drainage
Since additional moisture can cause expansive soils to swell, areas of poor drainage near the foundation can cause
the soil under the foundation nearby to swell, resulting in upward movement of the foundation.
LIMITATIONS OF PIER AND BEAM FOUNDATIONS
Foundation Upheaval Caused by Poor Drainage
Although pier and beam foundation systems, if properly designed and constructed, will provide protection against
settlement; the potential for foundation upheaval due to poor drainage is sometimes present. If, for instance, the
perimeter and/or interior grade beams were constructed upon expansive clay soil, without providing avoid under the
beam for soil expansion, swelling of the underlying soil may push the beam upward. Swelling soil can also push the
supporting piles or piers upward, if they are not designed and constructed to adequately resist uplift. As a result, the
grade beam will lift causing differential movement and subsequent cosmetic, and potentially structural, damage. It is,
therefore, a good idea to maintain adequate drainage away from any type of foundation, especially where expansive
soils are present.
Foundation Settlement Caused by Inadequate Pier Depth
The piers supporting many older pier and beam foundations may not extend below the zone of expansive soil that is
affected by the climate. During periods of dry weather, these shallow piers may not provide sufficient support to
portions of the foundation, which may result in differential settlement.
LIMITATIONS OF UNDERPINNING
Movement Outside of the Underpinned Area
If a single area of a foundation is underpinned, only that area will resist downward movement. For example, if only one
corner of the foundation is supported by piers, only that corner will resist settlement forces. The rest of the structure
will be subject to seasonal settlement as clay soils shrink during dry periods. Therefore, an area that was originally the
low portion of the foundation may now become the high point of the house during dry periods. It is also possible that
cracking will occur at the last pier if the unsupported area settles and is resisted at this hinge point. It is, therefore,
important to carefully evaluate and balance site risk factors against cost savings when electing to partially underpin a
When underpinning is installed to a stratum that is competent and capable of supporting the structure, it will stop
downward movement of the area of the foundation that is supported. Underpinning is generally not designed to keep
the foundation from moving upward if the original support clays swell due to an increase in moisture. Plumbing leaks,
negative drainage and/or acts of man or nature, can increase the moisture content of the bearing clays. Subsequent
upward movement will often occur, which will result in a distorted foundation and cracking in the finishes
Interior Floor Instability As A Result Of lnterior Settlement and/or Perimeter Upheaval
It is possible that cracks may occur at doors that are perpendicular to the perimeter walls as the interior slab settles
from shrinking of clay soils. Where the wall is tied in to the ceiling and roof structure, a separation can occur between
wall and floor. When the floor is secured to the slab, there may be separations between wall and ceiling. In the case of
a pier and beam foundation, the wood floor can appear "bouncy" as a result of the floor beams being lifted off the
interior piers in response to perimeter upheaval.
Damage From Vegetation
Trees, bushes and other vegetation will draw moisture from under the foundation during times of drought. If the
perimeter of a slab-on-grade foundation is underpinned and trees withdraw moisture from under the slab, the interior
bearing soil will dry and shrink in volume. As a result, the interior slab may settle and cracking will likely occur in the
interior of the home. It is also possible that tree roots under a slab will grow large enough to push the slab upward.
Point Of Contact
Underpinning is only as good as the contact or connection point between pier/pile and the structure. If the grade beam,
thickened slab, or steel beam support is faulty, pier support will not be fully transferred to the foundation and
downward movement may occur.
Successful underpinning requires proper design and proper installation of piers/piles. However, even the best design
and installation may not ensure a "permanent fix". Generally, when the underlying soil moves, the structure resting
upon the soil will move correspondingly. Special attention must be given to maintaining a consistent soil moisture level
around and beneath the foundation slab, especially in areas with highly expansive clay soils and/or environmentally
induced swings in moisture availability.
Shallower soils are also generally the most
affected by seasonal moisture changes. If the
bearing soils consist of expansive clays that are
subjected to changes in moisture content,
differential foundation movement can occur if
wetting and drying of the clays does not occur
uniformly across the entire slab. This differential
movement can result in "dishing" or "doming" of
the foundation, and can become quite
pronounced, especially in areas where the local
climatic conditions include extended seasonal
periods of both hot, dry weather and cooler,
wetter weather. In either case (consolidation or
differential shrink/swell movement), inadequate
design and/or construction of the foundation can
result in unacceptable-performance of the