Seismic Response of Soil Structures and Foundations

Institution:
IUSS Pavia
Specialization:
ES - Engineering Seismology
Term:
Spring 2004
Teacher(s):
JOHN B. BERRILL
Credits:
6
Date (from - to):
19/04/2004 – 17/05/2004

Cyclic behaviour of soil: laboratory observations; constitutive models; determination of model parameters. Site response: general mechanisms; one-dimensional visco-elastic and equivalent-linear models; non-linear response; two- and three-dimensional effects. Walls and slopes: pseudo-static and sliding-block models. Liquefaction: laboratory and field observations; models for level-ground liquefaction; lateral spreading and settlement; liquefaction countermeasures. Response of foundations: effect of cyclic lateral loads on shallow and deep foundations; pseudo-static bearing capacity models; interaction diagram concepts for piles; response of piles in liquefied ground.

Suggested readings:

  • Ishihara, K., (1996): Soil Behaviour in Earthquake Geotechnics, Oxford.
  • Kramer, S. L., (1996): Geotechnical Earthquake Engineering, Prentice-Hall.