Ground Anchoring

Wire Strand or Bar Tendons for geotechnical application

Geotechnical systems, Ground Anchors

Anchors are always used in situations in which high tensile forces must be transferred into the ground. Typical applications include, for example, anchoring of excavation sheeting or retaining walls, slope and rock stabilization or anchoring for bridge abutments or wind turbine masts.

A prestressed grouted ground anchor is a structural element installed in soil or rock that is used to transmit an applied tensile load into the ground. Grouted ground anchors, referenced simply as ground anchors, are installed in grout filled drill holes.

Grouted ground anchors are also referred to as “tiebacks”. The basic components of a grouted ground anchor include the:

  1. Anchorage
  2. Free stressing (unbonded) length; and
  3. Bond length.

These and other components of a ground anchor. The anchorage is the combined system of anchor head, bearing plate, and trumpet that can transmit the prestressing force from the prestressing steel (bar or strand) to the ground surface or the supported structure.

Anchorage components for a bar tendon 

  • The steel tendon is a round steel bar with coarse, hot rolled thread ribs and can therefore be cut or joined at any desired point
  • Anchor Plate
  • Hex or domed nut
  • Bar Tendon Available into Sizes up to 75 mm
  • Plastic Sleeve
  • Grout
  • Sheathing
  • Centralizer

Anchorage components for a bar tendon for Strand anchors

  • consist of three main components:
  • the anchor head, a steel tendon - divided into the bond section and free length - and the grout body
  • The steel tendon is constructed from a number of 7-wire prestressing strands

The unbonded length is that portion of the prestressing steel that is free to elongate elastically and transfer the resisting force from the bond length to the structure. A bond breaker is a smooth plastic sleeve that is placed over the tendon in the unbonded length to prevent the prestressing steel from bonding to the surrounding grout. It enables the prestressing steel in the unbonded length to elongate without obstruction during testing and stressing and leaves the prestressing steel unbonded after lock-off. The tendon bond length is that length of the prestressing steel that is bonded to the grout and can transmit the applied tensile load into the ground. The anchor bond length should be located behind the critical failure surface.

A portion of the complete ground anchor assembly is referred to as the tendon. The tendon includes

the prestressing steel element (strands or bars), corrosion protection, sheaths (also referred to as sheathings), centralizers, and spacers, but specifically excludes the grout. The definition of a tendon, as described in PTI (1996), also includes the anchorage; however, it is assumed herein that the tendon does not include the anchorage. The sheath is a smooth or corrugated pipe or tube that protects the prestressing steel in the unbonded length from corrosion. Centralizers position the

tendon in the drill hole such that the specified minimum grout cover is achieved around the tendon. For multiple element tendons, spacers are used to separate the strands or bars of the tendons so that each element is adequately bonded to the anchor grout. The grout is a Portland cement-based mixture that provides load transfer from the tendon to the ground and provides corrosion protection for the tendon.

Typical appplication 

  1. Tie down to resist Hyderostatic Uplift 
  2. Soil Nail in soft Ground, Soil nails are 20 to 50 mm diameter bars, inserted in 70 to 150 mm bore holes. They are generally over 6.00 m long and may be as much as 20 m. They are bonded along their entire length by cement grouting. They are said to be "passive" and are subjected to tensile, bending and shear stresses by the movement of the ground. 
  3. Rock Bolts into Rocks, Rock bolts are 15 to 32 mm diameter bars, inserted in 30 to 60 mm bore holes. They are generally between 3.00 and 6.00 m long. They may be bonded along their entire length by cement grouting or anchored at various points at the base of the hole using resin or a mechanical anchorage. Anchors with continuous grouting are said to be "passive" and are subjected to tensile and shear stresses by the movement of the ground. Bolts with grouting at various points (resin or plug) are often prestressed by tightening with a wrench or a jack.
  4. Anchored walls
  5. Temporary and permanent retaining walls
  6. Diaphragm walls
  7. Sheet piling
  8. Retaining walls 
  9. Underpinning curtain 
  10. Transmission of pressure on vaults
  11. Post-stressing of structures 
  12. Dam stability improvement
  13. Stabilisation of slopes and landslides (cracked rocks, cliffs, scree areas) 
  14. Consolidation of tunnels
  15. Blocks of penstocks 
  16.  Pre-stressing of piles working in traction 
  17. Anchoring of narrow structures (pylons, tower buildings, chimneys, etc.)
  18. Transmission of tension for rigging lines (suspension bridges, pylons, etc.)
  19. Quay walls

Corrosion protection of soil- and rock nails:

  • temporary - standard corrosion protection (SCP)
  • advanced temporary corrosion protection (ASCP) - standard corrosion protection with corrosion rates or coatings (galvanizing) 
  • permanent - double corrosion protection (DCP) 

Esolution construction and Engineering provides two solution for the ground anchors, Self-drilling hollow bars or Solid Bar tendons available for both Permenant and Temporary application with service life ranges of 2 years, 7 Years and 100 years, the difference is the necessary corossion protection of the bars to remain in service life targeted, for any inquiries please contact us on info@esolution-pt.com

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