To keep the loose soils beneath a planned hospital from liquefying and damaging the foundations during the design earthquake, Hayward Baker stabilized the site by performing wet soil mixing. In addition, HB installed tie down soil anchors inside soil mix columns to counterbalance the building seismic uplift forces. The team worked tirelessly to balance safety and production with stringent design and QC requirements. Learn more on their website, www.haywardbaker.com
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Time Lapse Video of Foundation Drilling for Dubai Residential High-Rise
July 11, 2014
rockman
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[Source: YouTube. Image: YouTube]
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Video: Drilled Pier Retaining Wall or Soldier Pile Wall
November 4, 2009
rockman
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A drilled pier wall is an example of a retaining wall that you might use when global stability or bearing capacity considerations preclude you from a shallow foundation for a conventional retaining wall. In this […]
Geologic Hazards
Mega Earthquake Could Strike Closer to Seattle
August 20, 2009
rockman
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Preliminary results from a study related to the subduction of the Juan De Fuca Plate beneath the North American Plate off the coast of Washington and British Columbia indicate that the potential mega-thrust earthquake could […]
