Presentation Type
Poster
Location
Portland State University
Start Date
5-7-2019 11:00 AM
End Date
5-7-2019 1:00 PM
Subjects
Piling (Civil engineering) -- Design and construction, Soil liquefaction, Foundations, Slopes (Soil mechanics) -- Stability, Kinematics
Student Level
Undergraduate
Abstract
Past earthquakes confirmed that seismically induced kinematic loads from soil lateral spreading and inertial loads from structure can cause severe damages to pile foundations. The research questions are:
- How to combine inertial and kinematic loads in design of pile foundations in liquefied soil?
- How the combination of inertia and kinematics changes with depth?
- How this combination is affected by long-duration earthquakes?
- How this combination affects inelastic demands in piles?
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Persistent Identifier
https://archives.pdx.edu/ds/psu/28611
Included in
Development of a Design Guideline for Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading
Portland State University
Past earthquakes confirmed that seismically induced kinematic loads from soil lateral spreading and inertial loads from structure can cause severe damages to pile foundations. The research questions are:
- How to combine inertial and kinematic loads in design of pile foundations in liquefied soil?
- How the combination of inertia and kinematics changes with depth?
- How this combination is affected by long-duration earthquakes?
- How this combination affects inelastic demands in piles?