Earthquake Induced Liquefaction of Confined Zones. Phase 3.

Abstract

This report presents an analysis of a series of centrifuge earthquake model experiments conducted at Cambridge University, England, on sand embankments incorporating a zone of poorly compacted 'loose' material. The experiments were designated GEM 1 to GEM 6 and were carried out at the Cambridge Geotechnical Centrifuge Centre using the bumpy road earthquake actuator on the beam centrifuge during 1992-1993. In this report, data from the model experiments is reviewed and analysed under a number of key headings: excess pore pressure development, embankment response, natural frequencies and phase differences, and mechanisms of failure.

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Document Details

Document Type
Technical Report
Publication Date
Apr 01, 1997
Accession Number
ADA327782

Entities

People

  • R. S. Steedman

Tags

Communities of Interest

  • Advanced Electronics

DTIC Thesaurus Topics

  • Civil Engineering
  • Dynamic Response
  • Failure Mode And Effect Analysis
  • Frequency Response
  • Geometry
  • Geotechnical Engineering
  • Materials
  • Measurement
  • Mechanics
  • Peak Values
  • Pore Pressure
  • Pressure Transducers
  • Resonant Frequency
  • Shear Stresses
  • Slope Stability
  • Soil Mechanics
  • Three Dimensional

Readers

  • Geotechnical Engineering.
  • Structural Dynamics.
  • Systems Analysis and Design