Earth retaining structures prevent landslides caused by gravity or erosion by holding back soil or rock. Earth retaining walls in deep excavations must endure high lateral earth pressures as well as hydrostatic forces induced by ground water. Many pile types and combinations are utilized to build retention systems, depending on the design requirements.
Kilometers of shoring works / retaining walls have been constructed successfully, often in crowded metropolitan areas, to depths of 19 meters but sometimes deeper.
Secant pile walls are used to construct in-ground retaining walls preventing water inflow in front of the wall as well as providing support for excavation works. It is made by constructing intersecting reinforced concrete piles, these piles are reinforced with steel rebar. Primary piles are constructed first with secondary piles installed in between the primary piles once the latter gains the required strength.
A contiguous pile wall is a row of concrete soldier piles installed so that each pile is in contact, or near contact, with piles on either side of it.
Sheet piles are steel sheets with interlocking edges that are installed into the ground to provide support for excavation works. Sheet piles are mainly used for infrastructures, basements, retaining walls and others.
H. Beam are installed into the ground to provide support for excavation works. H. Beam are mainly used for infrastructures, basements, retaining walls and others.
During excavation, struts are employed to give such support.
The size and configuration of struts are predetermined by design engineers. When the retaining wall system has been placed underground, the earth is dug and struts are put at each required level once it has been reached.
A tieback is a structural member that is put in the ground to transmit applied tensile load. A tieback, which often takes the shape of a horizontal wire or rod or a helical anchor, is widely used in conjunction with other retaining methods to offer extra stability to cantilevered retaining walls.
UEF's operations offer comprehensive solutions for foundation engineering works in the commercial, residential, marine, and industrial civil engineering sectors by collaborating with our design team.
Our design development expertise enables us to provide value-added solutions. Depending on depth, subsoil conditions, and surrounding structures, we offer various shoring methods such as H Beam, contiguous pile, secant pile wall, sheet pile, and diaphragm wall
Many projects involving maritime works, including interventions such sheet piles and marine bored piles, have been successfully executed by UEF.
When the properties of existing soil are insufficient to meet the requirements, UEF provides ground improvement services in low bearing capacity soils.
UEF offers a complete enabling works package for all types of building projects. In addition to the excavation work itself, enabling activities include shoring for deep excavations and dewatering. The primary contractor will be given a ready-to-build site for the basements and superstructure.
In reality, experience has proven that faults may arise in piles.
The goal of testing is to detect such defects before they cause any harm. UEF's humble history and experiences proves our excellence with no major failings till this day.
United Euro Foundations Co. L.L.C
UNITED EURO FOUNDATION .BOX. 61877 ABU DHABI - 12Th Street, United arab emirates
TEL: +97125514022
MOB: +971544472533
EMAIL: - UEF@UEFAE.COM
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