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
Available Resources
Video: Secant or Tangent Piles
I like Hayward Baker’s series of videos using animations to demonstrate different geotechnical construction methods. This video demonstrates how tangent pile shafts or secant pile shafts are constructed. Check out the video. Note: Hayward Baker […]
Conferences
Video: The 2012 Geo-Wall Competition
The 2012 Geo-Competition was held at the Geo-Congress 2012 conference in Oakland, California. Teams from 17 universities competed in a competition to construct a model mechanically stabilized earth (MSE) retaining wall out of craft paper […]
Geologic Hazards
Video: Magnitude 7 Earthquake Strikes Anchorage, Alaska
A magnitude 7 earthquake struck just 8 miles north of Anchorage, Alaska this morning causing widespread damage to buildings and infrastructure. The quake struck at 8:29 am local time and the focus of the earthquake […]