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  2. Soil nailing - Wikipedia

    en.wikipedia.org/wiki/Soil_nailing

    Next, the advantages and disadvantages for a soil nail wall should be assessed for the particular application being considered. Then, other systems should be considered for the particular application. Finally, cost of the soil nail wall should be considered. [4]: 13–14 Soil nail walls can be used for a variety of soil types and conditions ...

  3. Shoring - Wikipedia

    en.wikipedia.org/wiki/Shoring

    Soil nailing is a technique in which soil slopes, excavations or retaining walls are reinforced by the insertion of relatively slender elements – normally steel reinforcing bars. The bars are usually installed into a pre-drilled hole and then grouted into place or drilled and grouted simultaneously.

  4. Retaining wall - Wikipedia

    en.wikipedia.org/wiki/Retaining_wall

    The structure is constructed to resist the lateral pressure of soil when there is a desired change in ground elevation that exceeds the angle of repose of the soil. [ 1 ] 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 ...

  5. Tieback (geotechnical) - Wikipedia

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

    In geotechnical engineering, a tieback is a structural element installed in soil or rock to transfer applied tensile load into the ground. 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 ...

  6. File:Diagram of Soil Nailing.jpg - Wikipedia

    en.wikipedia.org/wiki/File:Diagram_of_Soil...

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  8. Mechanically stabilized earth - Wikipedia

    en.wikipedia.org/wiki/Mechanically_stabilized_earth

    Mechanically stabilized earth (MSE or reinforced soil) is soil constructed with artificial reinforcing. It can be used for retaining walls , bridge abutments, seawalls , and dikes . [ 1 ] [ 2 ] Although the basic principles of MSE have been used throughout history, MSE was developed in its current form in the 1960s.

  9. p-y method - Wikipedia

    en.wikipedia.org/wiki/P-y_method

    The p–y curves vary depending on soil type. The available geotechnical engineering software programs for the p–y method include FB-MultiPier by the Bridge Software Institute , DeepFND by Deep Excavation LLC, PileLAT by Innovative Geotechnics, LPile by Ensoft, and PyPile by Yong Technology.