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Retaining Walls:
What are Retaining Walls used for?
 | Retaining walls are used for
stabilizing and controlling erosion of steeply sloped areas of the
lot. In some cases, retaining walls are used in conjunction with
terracing to provide a level area for recreational purposes. In either
case, they should be designed to withstand the lateral pressures being
exerted on them, by the soil and the hydrostatic pressures from behind
the wall. |
 | Retaining walls may be built with concrete, construction timbers,
railroad ties, stone, concrete or concrete blocks. Some concrete and
concrete block walls have stone or brick veneer facings. On occasion,
you may find a retaining wall of steel baskets filled with stones.
This is referred to as a “gabion” retaining wall. As the gabions age,
the steel baskets tend to corrode and deteriorate, especially on the
side facing the embankment. Over the years, the stone inside may begin
to move. |
 | The design of the retaining wall should incorporate provisions for
drainage of water that normally accumulates behind the wall.
Otherwise, the hydrostatic pressures built up will cause structural
failure of the wall. Drainage may be provided by installing continuous
perforated drain lines at the lower portion of the wall, and
backfilling the areas with stone and gravel. In concrete retaining
walls, the perforated pipe is replaced by weep holes in the bottom of
the walls that allow the water to exit through the front of the wall.
The grade or soil at the base of the drainage system behind the wall
should direct any water that accumulates to the weep holes.
Unfortunately, retaining walls are often built with inadequate
drainage provisions. The gravel backfill or the drain line may be
omitted, or the weep holes may be too few or too small to be
effective. The weep holes should be kept clear so that the water
behind the wall can adequately drain. |
 | A retaining wall built with construction timbers or railroad ties
should be anchored to the hillside to provide resistance to the
lateral forces. If the wall is not tied back into the earth, it can
bow, buckle or heave and eventually collapse. Anchoring the wall is
achieved by using tiebacks or dead-men. A tie back is a construction
timber that is placed perpendicular to the wall. The front end is
flush with the wall and is fastened to the wall itself with large
spikes. The rear end is fastened to a dead-man or a small section of
lumber perpendicular to the tieback and parallel to the wall itself.
Because the construction timbers and railroad ties have open spaces
between the members, weep holes may not be necessary. |
 | Many railroad tie and timber retaining walls are not constructed
with anchors. You can tell whether anchors were used by looking at the
wall. If tiebacks were used, end sections will be visible in the face
of the wall. However, from a visual inspection you cannot determine
the length of the tie back or whether dead-men were, in fact,
installed. All retaining walls should be vertical or inclined slightly
towards the embankment. They should not be leaning forward or away
from the embankment. When you encounter a retaining wall that is
leaning, it is an indication that the wall has not withstood the
lateral forces that have been exerted. Once the wall begins to lean,
crack and heave, the pressure that caused its condition should be
relieved. |
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Retaining Wall Design:
 | Retaining walls are used to give support to vertical sloping land. By
installing retaining walls, such sloping land can be leveled and hence be
of greater use. Plants, trees and gardens can be incorporated, to once
useless land. |
 | Retaining walls also have a less functional use, which is a visual or
decorative purpose. Retaining walls can be used in the garden to add to
the landscaping design, such as surrounding flower beds or to accentuate
feature gardens. |
 | With the use of colored bricks and pavers, decorative stones and
various timbers, retaining walls can add that aesthetic appeal to the
garden grounds. |
 | Retaining walls are also used for the construction of highway walls,
parking lots, erosion walls and bridges. |
Factors to Consider in Building a Retaining Wall:
 | Building a retaining can be easy enough for do-it-yourself
installation, however the higher the slope the more difficult it becomes
to construct. When the slope of the land becomes too high and steep, a
structural engineer is required. The reason for this is that many
structural factors must be taken into consideration and resolved to
prevent destabilization of the wall. |
 | So the gravity of the situation where a retaining wall is being
considered is very important. The retaining wall has to be able to do the
same job that the soil presently does. Therefore the type of soil behind
the wall must be considered, or better yet a drainage system can be put in
place. This will allow water to be released from behind the wall, and
hence put less weight pressure on the wall. |
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Bulkheads:
 | Bulkheads are very similar in design and construction as standard
retaining walls. The primary difference in definition between a bulkhead
and retaining wall is that a bulkhead is retaining earth on one side, and
is partially surrounded by water on the other. Materials used in the
construction of bulkheads vary, but generally are the same as those used
for the construction of the piers. Timber construction generally uses a
pressure-treated marine grade material. A creosote material was used for
some years, but it has been discouraged lately. Creosote grade material
does not last as long, deteriorates and needs constant maintenance and
replacement. |
 | Masonry is often used as a bulkhead material. Masonry can take the
form of brick, block, or poured concrete. This type of construction,
unlike the piers, should rest upon a footer that carries the weight of the
wall. Provisions should also be incorporated in the masonry wall to
provide tiebacks up into the earth. Masonry bulkheads, much like retaining
walls, generally have a granular backfill and a drainage system that would
allow water that accumulates and drains from behind the wall. Brick and
block masonry walls are used in residential applications; they require
considerable maintenance and generally have a very short life expectancy.
Displacement of the brick or block and the lateral pressures being exerted
from the earth behind the wall cause breaking of the mortar joints.
Tiebacks can be installed through the faces of the brick and block areas
utilizing steel channels or wooden planks secured back through the earth
with tie rods. This method, at best, is temporary. |
 | Riprap or rubble is often used as a bulkhead system where the height
of the bulkhead does not have to be above 2 or 3 feet. Riprap, by
definition, is simply the “haphazard arrangement of loose, irregularly
sized or broken stones used as protection from erosion along the shoreline
of a lake, stream, or waterfront.” The material can be installed in
low-lying applications to retain the earthen surface and prevent erosion.
However, the applications are limited to low-lying applications, due to
the inability to stack this material to a sufficient height and depth to
prevent movement from lateral forces. |
 | The construction of wooden bulkheads is much the same as that of any
other retaining wall system. On the waterways, the supporting structures
could be driven piles, which are sometimes referred to as “tie piles.”
Attached to the earthen side of the piles is a horizontal-supporting
member referred to as a “whale.” These horizontal members are also called
“rangers” or “whalers.” The whalers are attached to the piers with
galvanized fasteners, generally in 3 to 4 locations, depending upon the
height of the retaining system. The size of the whalers depend upon the
spacing between the piers and the amount of earth retained behind the
bulkhead. Attached to the horizontal whalers is a sheathing material,
generally of dimensional pressure-treated lumber. This dimensional lumber
can range from 2 x 6 to 2 x 8 and are attached to the whalers. Gravel
backfill should be installed behind the bulkhead system with a geotextile
fabric that permits dirt from accumulating into the granular backfill.
This provides a weeping system so that the water and moisture that
accumulates at the rear of the bulkhead can drain away. |
 | The largest problem with the bulkhead systems is erosion of the
backfill area. As the backfill begins to erode, the granular surface is
affected, as is the drainage. The increase in hydrostatic pressure,
coupled with the lateral forces of the earth itself, tend to push the
units over. |
 | Wave and water action on the front side of the bulkhead area also
creates a number of problems. It is important that the structural material
be constructed of a marine grade pressure-treated lumber, or creosote
material; as pieces begin to deteriorate, break, etc., they should be
replaced promptly. Damage and rot to the sheathing boards and whalers is
time-consuming and fairly expensive, since the entire earthen surface and
granular backfill behind it will need to be removed. In general, the cost
of repair or replacement of an existing bulkhead system utilizing
pressure-treated lumber is approximately $80-$120 per linear foot of
bulkhead, depending upon the height of the bulkhead system. As with
retaining walls, the bulkhead system should not be displaced, leaning,
cracked or broken. The earthen surface on the retaining side of the
bulkhead system should be to the top of the bulkhead so that surface water
runs down over the top of the bulkhead and does not accumulate behind the
wall.
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| Note:
The Information contained within this website is for informational purposes
only. Kevin M. Leonard & The Ohio Home Inspections Company always recommends that
a qualified expert be consulted in the area of concern. |
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