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  2. Tieback (geotechnical) - Wikipedia

    en.wikipedia.org/wiki/Tieback_(geotechnical)

    Typically in the form of a horizontal wire or rod, or a helical anchor, a tieback is commonly used along with other retaining systems (e.g. soldier piles, sheet piles, secant and tangent walls) to provide additional stability to cantilevered retaining walls. [1]

  3. Retaining wall - Wikipedia

    en.wikipedia.org/wiki/Retaining_wall

    A basement wall is thus one kind of retaining wall; however, the term usually refers to a cantilever retaining wall, which is a freestanding structure without lateral support at its top. [2] These are cantilevered from a footing and rise above the grade on one side to retain a higher level grade on the opposite side.

  4. Piling - Wikipedia

    en.wikipedia.org/wiki/Piling

    When used in permanent works, these walls can be designed to resist vertical loads in addition lateral load from retaining soil. Construction of both methods is the same as for foundation bearing piles. Contiguous walls are constructed with small gaps between adjacent piles. The spacing of the piles can be varied to provide suitable bending ...

  5. Tieback - Wikipedia

    en.wikipedia.org/wiki/Tieback

    Tieback (geotechnical), a method of supporting retaining walls Tieback (subsea) , a connection between a new oil and gas discovery and an existing production facility, such as the Brae oilfield Curtain tie-back , a kind of decorative window treatment

  6. Revetment - Wikipedia

    en.wikipedia.org/wiki/Revetment

    Asphalt and sandbag revetment with a geotextile filter. A revetment in stream restoration, river engineering or coastal engineering is a facing of impact-resistant material (such as stone, concrete, sandbags, or wooden piles) applied to a bank or wall in order to absorb the energy of incoming water and protect it from erosion.

  7. Wing wall - Wikipedia

    en.wikipedia.org/wiki/Wing_wall

    Their top width is 0.5 m, face batter 1 in 12 and back batter 1 in 6, weep holes are provided.. Return wing walls: used where banks are high and hard or firm. Their top width is 1.5 m and face is vertical and back battered 1 in 4. [2] Scour can be a problem for wing walls and abutments both, as the water in the stream erodes the supporting soil ...

  8. Structural engineering - Wikipedia

    en.wikipedia.org/wiki/Structural_engineering

    Structural engineering is a sub-discipline of civil engineering in which structural engineers are trained to design the 'bones and joints' that create the form and shape of human-made structures. Structural engineers also must understand and calculate the stability , strength, rigidity and earthquake-susceptibility of built structures for ...

  9. Tie (cavity wall) - Wikipedia

    en.wikipedia.org/wiki/Tie_(cavity_wall)

    The tie in a cavity wall [1] [2] is a component used to tie the internal and external walls (or leaves)—constructed of bricks or cement blocks—together, making the two parts to act as a homogeneous unit. It is placed in the cavity wall during construction and spans the cavity.