Rock Engaging Technology

In the past a major obstacle for steel screwpiles has been to successfully found or bear the pile into any rock stratum with bearing density greater than 750Kpa. In particular this was the case for soil profiles above the rock stratum consisting of loose silty sands or clays.

Previous solutions involved pre-drilling with rock drills.  This was time consuming, and expensive and detracted from the benefits of using screwpiles in the first instance as it slowed the piling process and made the use of screwpiles uncompetitive.

Through continued research by Instant Foundations, we have now developed “RET” technology, (RET abbreviation for “Rock Engaging Technology”). Special purpose rock drilling “RET” screwpiles are now available.  RET screwpiles can cut through and into moderate to medium hard rock stratums.  RET screwpiles have lead hardened steel cutting tips and rock breaking helix’s enabling the screwpile to be socketed into the rock with sufficient depth for compression or tension applications.

Note: It is always problematic to install screwpiles into hard ground. For successful installation of RET screwpiles, Instant Foundations recommends they be limited to sites where following conditions can be met:

  1. The bearing density of the ground material should be in the region of 750Kpa to 2Mpa, (3Mpa maximum.)

  2. The founding depth should be established from a Geotechnical study.

  3. For successful installation a minimum layer of 1.0 meter of firm clays or medium dense sand material should exist directly over the rock stratum.  The remaining overlying layers may be loose or poorly compacted materials.

  4. There should be a combined minimum depth of 4 meters of soil material above the base rock material. The maximum depth of the soft overlying layers should be limited to 30 meters.

  5.  “RET” piles are suitable for all compression load applications where the working load does not exceed 1200Kn per pile.

  6.  Where tension load applications are required these should not exceed a tensile load value of 600Kn per pile.

For sites which do not comply to the above rock anchors and drilled grout anchors/piles should be considered.

For estimating purposes, RET piles add between $100.00 to $150.00 to the equivalent standard screwpile.

 



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