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NIIGATA, JAPAN; EARTHQUAKE INDUCED LIQUEFACTION

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CASE STUDY: NIIGATA, JAPAN ENGINEERING SOLUTIONS WHAT IS EARTHQUAKE INDUCED LIQUEFACTION? ... Foundations of Engineering Geology. Routledge, UK. – PowerPoint PPT presentation

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Title: NIIGATA, JAPAN; EARTHQUAKE INDUCED LIQUEFACTION


1
NIIGATA, JAPAN EARTHQUAKE INDUCED LIQUEFACTION
  • By Nick Sammons
  • and Paul Simkin
  • February 2008

2
CONTENT
  • WHAT IS EARTHQUAKE INDUCED LIQUEFACTION?
  • WHY DOES LIQUEFACTION OCCUR?
  • WHERE DOES LIQUEFACTION OCCUR?
  • CASE STUDY NIIGATA, JAPAN
  • ENGINEERING SOLUTIONS

3
WHAT IS EARTHQUAKE INDUCED LIQUEFACTION?
  • The change in soil behaviour from a solid state
    to a liquid state
  • Strength and stiffness of soil are reduced
  • This phenomenon is often responsible for large
    amounts of damage caused during earthquakes

4
WHY DOES LIQUEFACTION OCCUR?
  1. Earthquake vibrates ground
  2. No time for water to be squeezed out
  3. Water becomes trapped
  4. Water pressure increases
  5. Effective stress decreases
  6. Particles act individually

5
WHY DOES LIQUEFACTION OCCUR? (2)
6
WHERE DOES LIQUEFACTION OCCUR?
  • Saturated soils
  • Most commonly occurring in
  • Sand
  • Low-lying areas
  • Near bodies of water
  • Areas susceptible to earthquakes and repetitive
    vibrations

7
CASE STUDY NIIGATA, JAPAN
  • 16 June 1964
  • Magnitude 7.5 (Richter scale)
  • 2000 houses destroyed
  • 28 lives lost
  • Also triggered a tsunami, completely wiping out
    the port of Niigata

8
CASE STUDY NIIGATA, JAPAN (2)
  • Ground failure occurred near Shinano river bank
  • Apartment buildings suffered bearing capacity
    failures and tilted severely

9
CASE STUDY NIIGATA, JAPAN (3)
  • Liquefaction spread
  • Foundations of Showa bridge moved laterally
  • Simply supported spans became unseated and
    collapsed

10
ENGINEERING SOLUTIONS
  • Avoid
  • Study liquefaction susceptibility maps
  • Adapt in design
  • Improve foundations
  • Deeper piles
  • Foundation map transfer loads to stronger soils

11
ENGINEERING SOLUTIONS (2)
  • Improve soil
  • Dynamic consolidation
  • Drainage and water table reduction
  • Surcharge to increase effective stress

12
REFERENCES
  • Waltham, T. (2002). Foundations of Engineering
    Geology. Routledge, UK.
  • http//www.abag.ca.gov/bayarea/eqmaps/liquefac/liq
    uefac.html
  • http//www.ce.washington.edu/liquefaction/html/ma
    in.html
  • http//nisee.berkeley.edu/bertero/html/damage_due_
    to_liquefaction.html
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