Maine Stone Retaining Wall Contractor

    RL Sanborn Masonry builds restores and repairs masonry retaining walls to
    customer specifications and Maine building codes. Your satisfaction is 100%
    guaranteed!
    Estimates available upon request.
    Click here to request an estimate
    or call (207)619-7473 for more information.
    Gravity Walls

    Gravity walls depend on the weight of their mass (stone, concrete or other heavy material) to resist pressures from behind
    and will often have a slight 'batter' setback, to improve stability by leaning back into the retained soil. For short landscaping
    walls, they are often made from mortar less stone or segmental concrete units (masonry units). Dry-stacked gravity walls
    are somewhat flexible and do not require a rigid footing in frost areas.

    Earlier in the 20th century, taller retaining walls were often gravity walls made from large masses of concrete or stone.
    Today, taller retaining walls are increasingly built as composite gravity walls such as: ego synthetic or with pre cast facing;
    gabions (stacked steel wire baskets filled with rocks); crib walls (cells built up log cabin style from pre cast concrete or
    timber and filled with soil); or soil-nailed walls (soil reinforced in place with steel and concrete rods).
    Cantilevered Walls

    Prior to the introduction of modern reinforced-soil gravity walls, cantilevered walls were the most common type of taller
    retaining wall. Cantilevered walls are made from a relatively thin stem of steel-reinforced, cast-in-place concrete or
    mortared masonry (often in the shape of an inverted T). These walls cantilever loads (like a beam) to a large, structural
    footing, converting horizontal pressures from behind the wall to vertical pressures on the ground below. Sometimes
    cantilevered walls are buttressed on the front, or include a counter fort on the back, to improve their stability against high
    loads. Buttresses are short wing walls at right angles to the main trend of the wall. These walls require rigid concrete
    footings below seasonal frost depth. This type of wall uses much less material than a traditional gravity wall.
    Anchored Walls

    See also: Tieback (geo technical)
    This version of wall uses cables or other stays anchored in the rock or soil behind it. Usually driven into the material with
    boring, anchors are then expanded at the end of the cable, either by mechanical means or often by injecting pressurized
    concrete, which expands to form a bulb in the soil. Technically complex, this method is very useful where high loads are
    expected, or where the wall itself has to be slender and would otherwise be too weak.
    What is a Retaining Wall?
    A retaining wall is a structure that holds back soil or rock from a building, structure or
    area. Retaining walls prevent downslope movement or erosion and provide support For
    vertical or near-vertical grade changes.
    Cofferdams and bulkheads,structures that hold back water, are sometimes also considered
    retaining walls.
    Retaining walls are generally made of masonry, stone, brick, concrete, vinyl, steel or
    timber. Once popular as an inexpensive retaining material, railroad ties have fallen out of
    favor due to environmental concerns.
    Segmental retaining walls have gained favor over poured-in-place concrete walls or
    treated-timber walls. They
    are more economical, easier to install and more environmentally sound.
    The most important consideration in proper design and installation of retaining walls is
    that the retained material is attempting to move forward and downslope due to gravity.
    This creates lateral earth pressure behind the wall which depends on the angle of internal
    friction (phi) and the cohesive strength of the retained material, as well as the direction
    and magnitude of movement the retaining structure undergoes.
    Lateral earth pressures are typically smallest at the top of the wall and increase toward
    the bottom. Earth pressures will push the wall forward or overturn it if not properly
    addressed. Also, any groundwater behind the wall that is not
    dissipated by a drainage system causes an additional horizontal hydrostatic pressure on
    the wall.
    As an example, the International Building Code requires retaining walls to be designed to
    ensure stability against overturning, sliding, excessive foundation pressure and water
    uplift; and that they be designed For a safety factor of 1.5 against lateral sliding and
    overturning
Types of walls

























What is masonry?

Masonry is the building
of structures from
individual units laid in
and bound together by
mortar. The common
materials of masonry
construction are brick,
stone such as marble,
granite, travertine,
limestone; concrete
block, glass block, and
tile. Masonry is
generally a highly
durable form of
construction. However,
the materials used, the
quality of the mortar and
workmanship, and the
pattern the units are put
in can strongly affect the
durability of the overall
masonry construction
RL Sanborn Masonry 2014
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