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Liquefaction
What is liquefaction? Liquefaction
may occur when water-saturated sandy soils are subjected to earthquake
ground shaking. When soil liquefies, it loses strength and behaves
as a viscous liquid (like quicksand) rather than as a solid. This
can cause buildings to sink into the ground or tilt, empty buried
tanks to rise to the ground surface, slope failures, nearly level
ground to shift laterally tens of feet (lateral spreading), surface
subsidence, ground cracking, and sand blows.
Why is liquefaction a concern? Liquefaction has caused
significant property damage in many earthquakes around the world,
and is a major hazard associated with earthquakes in Utah. The 1934
Hansel Valley and 1962 Cache Valley earthquakes caused liquefaction,
and large prehistoric lateral spreads exist at many locations along
the Wasatch Front. The valleys of the Wasatch Front are especially
vulnerable to liquefaction because of susceptible soils, shallow
ground water, and relatively high probability of moderate to large
earthquakes.
Where is liquefaction likely to occur? Two conditions must
exist for liquefaction to occur: (1) the soil must be susceptible
to liquefaction (loose, water-saturated, sandy soil, typically between
0 and 30 feet below the ground surface) and (2) ground shaking must
be strong enough to cause susceptible soils to liquefy. Northern,
central, and southwestern Utah are the state's most seismically
active areas. Identifying soils susceptible to liquefaction in these
areas involves knowledge of the local geology and subsurface soil
and water conditions. The most susceptible soils are generally along
rivers, streams, and lake shorelines, as well as in some ancient
river and lake deposits.
How is liquefaction potential determined? The liquefaction
potential categories shown on this map depend on the probability
of having an earthquake within a 100-year period that will be strong
enough to cause liquefaction in those zones. High liquefaction
potential means that there is a 50% probability of having an earthquake
within a 100-year period that will be strong enough to cause liquefaction.
Moderate means that the probability is between 10% and 50%,
low between 5 and 10%, and very low less than 5%.
What can be done? To determine the liquefaction potential
and likelihood of property damage at a site, a site-specific geotechnical
investigation by a qualified professional is needed. If a hazard
exists, various hazard-reduction techniques are available, such
as soil improvement or special foundation design. The cost of site
investigations and/or mitigation measures should be balanced with
an acceptable risk.
Where to get additional information For a more detailed
map and explanation, refer to the specific UGS Contract Reports,
available at the Natural Resources Map & Bookstore, 1594 West
North Temple, P.O. Box 146100, Salt Lake City, UT, 84114-6100, (801)
537-3320, 1.888.UTAH MAP (882.4627), email:
geostore@utah.gov.
The maps and report were funded in part by the U.S. Geological
Survey, as part of the National Earthquake Hazard Reduction Program.
For available Contract Reports (CR) see non-technical summaries
and technical reports in the UGS listing of Liquefaction
Publications.
By Loren R. Anderson - Utah State University, Jeffrey
R. Keaton - SHB AGRA, and Sandra N. Eldredge - Utah Geological
Survey
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