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
New earthquake mitigation material – geofoam and geogrid
Graduate student Saman Zarnani and Dr. Richard Bathurst of the Royal Military College have developed a new application for geofoam and geosynthetics, to mitigate earthquake damage by improving the foundation subgrade. Initial shake table testing […]
Press Releases
Hayward Baker Names John Rubright President, Makes Other Senior Staff Appointments
Mar 10, 2011 – Odenton, Md. – John P. Rubright has been named president of Hayward Baker. He succeeds George R. Grisham as the fifth president of the company.
Rubright has been with Hayward Baker for 25 years. A civil engineer, he is highly experienced in geotechnical construction applications and has managed projects employing many of Hayward Baker’s technologies. Prior to being named president, he served for ten years as vice president and then senior vice president of the company’s Southern Region, where he directed financial, manpower and equipment resources along with being responsible for the design, management and installation of specialty construction projects in Florida, Georgia, South Carolina, Tennessee, Kentucky, Alabama and the Caribbean countries.
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Miscellaneous
Joseph Welsh of Hayward Baker Receives 2014 Opal Award from ASCE
Former Hayward Baker Vice President Joseph Welsh received the ASCE Opal Award for his ‘lifetime accomplishments of noteworthy advancements in construction, and the many contributions he provided the civil engineering industry over the past 50 […]