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  2. Soil liquefaction - Wikipedia

    en.wikipedia.org/wiki/Soil_liquefaction

    Although the effects of soil liquefaction have been long understood, engineers took more notice after the 1964 Alaska earthquake and 1964 Niigata earthquake. It was a major cause of the destruction produced in San Francisco's Marina District during the 1989 Loma Prieta earthquake, and in the Port of Kobe during the 1995 Great Hanshin earthquake.

  3. Ground failure - Wikipedia

    en.wikipedia.org/wiki/Ground_failure

    The term ground failure is a general reference to landslides, liquefaction, lateral spreads, and any other consequence of shaking that affects the stability of the ground. This usually takes place as an after-effect of an earthquake, and is one of the major causes of destruction after an earthquake. Ground failures tend to happen almost every ...

  4. Sand boil - Wikipedia

    en.wikipedia.org/wiki/Sand_boil

    An example of this is during the 1989 earthquake in San Francisco when sand boils brought up debris from the 1906 earthquake. This process is a result of liquefaction. By mapping the location of sand boils that erupted in the Marina District during the 1989 Loma Prieta earthquake, scientists discovered the site of a lagoon that existed in 1906.

  5. Liquefaction - Wikipedia

    en.wikipedia.org/wiki/Liquefaction

    The effects of soil liquefaction, seen after 2011 Canterbury earthquake. In geology, soil liquefaction refers to the process by which water-saturated, unconsolidated sediments are transformed into a substance that acts like a liquid, often in an earthquake. [6] Soil liquefaction was blamed for building collapses in the city of Palu, Indonesia ...

  6. Earthquake environmental effects - Wikipedia

    en.wikipedia.org/wiki/Earthquake_environmental...

    Earthquake environmental effects are divided into two main types: Coseismic surface faulting induced by the 1915 Fucino, Central Italy, earthquake. Primary effects: which are the surface expression of the seismogenic source (e.g., surface faulting), normally observed for crustal earthquakes above a given magnitude threshold (typically M w =5.5 ...

  7. Seismic retrofit - Wikipedia

    en.wikipedia.org/wiki/Seismic_retrofit

    There are two primary methods of automatically restraining the flow of gas after an earthquake, installed on the low pressure side of the regulator, and usually downstream of the gas meter. A caged metal ball may be arranged at the edge of an orifice. Upon seismic shock, the ball will roll into the orifice, sealing it to prevent gas flow.

  8. What are aftershocks and should you prep for them in NY after ...

    www.aol.com/aftershocks-prep-them-ny-friday...

    In earthquakes, the “mainshock” is the largest activity felt during an earthquake. This morning, New Yorkers experienced one of the largest earthquakes to occur on the East Coast in the last ...

  9. Earthquake engineering - Wikipedia

    en.wikipedia.org/wiki/Earthquake_engineering

    This mode of ground failure, termed lateral spreading, is a principal cause of liquefaction-related earthquake damage. [43] Beams and pier columns diagonal cracking, 2008 Sichuan earthquake. Severely damaged building of Agriculture Development Bank of China after 2008 Sichuan earthquake: most of the beams and pier columns are sheared.