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Micropiles and Midpiles for Foundations and Retaining Walls


Micropiles are small-diameter piles (diameter ≤ 300 mm) and serve as a structural element to transfer loads to greater depths and/or limit structural settlements. The reinforcement of micropiles is typically made of a steel tubular or profiled structure, while the filling material can be a cementitious mixture, cement mortar, or grout. Larger-diameter micropiles (up to 400 mm), also known as mid-piles, are usually reinforced with steel cages.

Applications


Micropiles and midpiles have the following functions:

  • Underpinning of existing structures
  • Foundation for new structures
  • Retaining structures against soil pressure to allow excavation
  • Improvement of slope and embankment stability
  • Anchoring of structures

A subcategory of small-diameter drilling can be considered for the formation of anchor tie rods. These tie rods are typically created through sub-horizontal drilling and reinforced with high-strength steel strands or special steel bars. Palingeo has equipment (drilling machines) of various sizes and power to operate in any type of environment (outdoor or indoor).

Micropile Retaining Walls: Berlin Walls


Berlin Walls are flexible support structures consisting mainly of a series of micropiles installed at regular intervals along the perimeter of the excavation to be supported. The spacing between one pile and another varies from 30 cm to 50 cm depending on the requirement. Berlin Walls are a valid alternative to traditional structures created using diaphragm walls or drilled pile walls and are suitable in the following contexts:

  • The soil is not suitable for excavation or drilling of large elements due to the presence of rocky material in the form of layers or blocks.
  • Boundary conditions require non-invasive interventions.
  • Minimum excavation space loss is required.
  • Circumstances where surface morphology, available space, and boundary conditions only allow the mobilization of smaller-sized equipment (excavation downstream of the structure is not required below the water table).

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