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
Project Related
Video: Accelerated bridge construction Iowa DOT project
This video for the Massena Lateral Bridge Slide from Iowa DOT shows a very nice 3D rendering of the entire accelerated bridge construction process. They are using a lateral slide method to construct the bridge […]
Available Resources
3-Dimensional Crack Monitoring Gauges
I came across this interesting product for structural/geotechnical monitoring of cracks in 3 dimensions. Most crack monitors are designed for monitoring in 2 dimensions, this one can measure movement out of the plane of monitoring. […]
Geologic Hazards
Video: Loma Prieta Earthquake, 30 Years Later
October 17, 1989 at around 5 pm, a magnitude 6.9 earthquake known as the Loma Prieta Earthquake struck the San Francisco Bay area causing significant damage and loss of life. Many remember the fact that […]