Name
    Frank Groffie, PG, CEG                  Geology consulting                      Clarity, communication, closure.                             Contact us
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  About
  Fault investigation
  Landslide investigation
  Rock-slope analysis
  Seismic hazard analysis
  Site characterization
  General geosupport



 
Seismic hazards analysis

 Seismic-hazards analysis involves quantifying potential shaking from future earthquakes in minute detail. This
 sort of analysis is called probabilistic. It
s risk analysis. It brings together findings from geologists in trenches,
 seismologists, soil samples from the site, and ordinary how-far-away-are-those-faults geometry. Software is
 required. We like using EZ-FriskTM software by Risk Engineering, Inc
. Below are just a few examples of our work.

 
Elementary schools
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 Groffie1 has evaluated seismic hazards and geologic conditions at several elementary schools in the Bay area
 and Santa Cruz area. Generally, we analyze a site using subsurface data (drilling), regional geology data, and
 software aids, but additional techniques may come into play. We probabilistically develop design-level potential
 seismic acceleration values. Occasionally, special issues are involved,EZFrisk output 
 including potential liquefaction. At two sites, we evaluated the
 potential for tsunami impacts. At another, we evaluated the potential
 hazard posed by an upstream water reservoir facility.
Oakland
                  schoolSanta Cruz County school


 
Hospitals, San Francisco Bay Area
 
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 Groffie1 has evaluated seismic hazards and geologic conditions at several hospitals in the Bay area. Generally,
 we analyze a site using subsurface data (drilling), regional geology data, and software aids, but additional tech-
 niques may be used. We probabilistically develop design-level potential seismic acceleration values. Occasion-
 ally, special issues are involved, including potential liquefaction. At one site, we evaluated the presence of
 low-density sand and a nearby lagoon. Another site received our analysis of a special issue: the level of shak-
 ing the buildings experienced during the 1989 Loma Prieta earthquake, centered in Santa Cruz County.

   East Bay hospitalEast Bay hospitalSouth Bay hospital


 Los Altos Hills earthquake effects study
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 The Mw=6.9 Loma Prieta earthquake of 1989 Los Altos Hillswas
 centered on the San Andreas fault in the Santa
 Cruz mountains. Urbanized areas of Santa Cruz,
 Watsonville, San Francisco, and Oakland were
 especially hard hit in terms of structural damage
 and deaths. Although the fault rupture itself
 didn
t extend up to the ground surface, curious
 ground extensions and shortenings and much
 building damage were observed in Los Altos Hills
 and nearby areas.

 The County of Santa Clara commissioned us to
 study the pattern of residential damage and
 ground effects in the unincorporated area of
 county near Los Altos Hills. Frank Groffie2 pre-
 pared a report summarizing the effects on
 buildings and documenting cracking in roadways and freeway structures. Groffie developed possible explanations
 for the concentrated seismic effects, including focusing of seismic energy from depth up to the ground surface
 through and between the local fault zones (Berrocal and Monte Vista-Shannon), topographic effects, and
 possible minor transient movement on weak discontinuities. Recommendations were adopted for rebuilding
 residences on the most-affected building sites and for future construction in fault zones.


 1. While engaged to corporate firms, client legal relationships with those firms, some since absorbed into other corporate entities.
     Relevant technical documents on file with applicable public agencies.
 
2. As employee of Terratech Inc., client legal relationship with that firm, since absorbed into other corporate entities. Report may
    be available for viewing or purchase by the public at Santa Clara County Department of Planning and Development.

                                                                  
Frank Groffie, PG, CEG, MSc,
is Professional Geologist 4930 and Certified Engineering Geologist 1539,
in good standing since initiation in 1989,
with the State of California
Board of Professional Engineers, Land Surveyors, and Geologists
  

Web page last modified October 25, 2012