Tieback (geotechnical): Difference between revisions

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A tieback is a horizontal wire or rod, or a helical anchor used to reinforce retaining walls for stability. With one end of the tieback secured to the wall, the other end is anchored to a stable structure, such as a concrete deadman which has been driven into the ground or anchored into earth with sufficient resistance. The tieback-deadman structure resists forces that would otherwise cause the wall to lean, as for example, when a seawall is pushed seaward by water trapped on the landward side after a heavy rain.

Grouted tiebacks can be constructed as steel rods drilled through a concrete wall out into the soil or bedrock on the other side. Grout is then pumped under pressure into the tieback anchor holes to increase soil resistance and thereby prevent tiebacks from pulling out, reducing the risk for wall destabilization.

Helical anchors are screwed into place. Their capacity is proportional to the torque required during installation. This relationship is in accordance with the equation Qt = kT where Qt is the total tensile resistance, k is an empirical constant and T is the installation torque. These anchors are installed either for small loads in short sections or for larger loads and in long continuous lengths.

External links

California Department of Transportation tieback document

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 [[File:FEMA - 6044 - Photograph by Larry Lerner taken on 03-15-2002 in New York.jpg|thumb|110px|Tiebacks to reinforce a slurry wall at Ground Zero, NY]]
-Grouted tiebacks can be constructed as steel rods drilled through a concrete wall out into the soil or bedrock on the other side. [[Grout]] is then pumped under pressure into the tieback anchor holes so that the rods can utilize soil resistance to prevent tieback pullout and wall destabilization.
+Grouted tiebacks can be constructed as steel rods drilled through a concrete wall out into the soil or bedrock on the other side. [[Grout]] is then pumped under pressure into the tieback anchor holes to increase soil resistance and thereby prevent tiebacks from pulling out, reducing the risk for wall destabilization.
 [[Helical anchor]]s are screwed into place.  Their capacity is proportional to the [[torque]] required during installation.  This relationship is in accordance with the equation Qt = kT where Qt is the total [[tensile]] resistance, k is an empirical constant and T is the installation torque.  These anchors are installed either for small loads in short sections or for larger loads and in long continuous lengths.