Chapter
Apr 26, 2012
Different Failure Modes of a Clay Foundation-Embankment System Corresponding to Different Incident Seismic Waves
Authors: Kentaro Nakai [email protected], Toshihiro Noda [email protected], and Akira Asaoka [email protected]Author Affiliations
Publication: Soil Dynamics and Earthquake Engineering
Abstract
In recent years, damage to embankments from earthquakes has been frequently reported. In this paper, the deformation and failure behavior of an embankment constructed on a weak clay foundation during and after an earthquake is investigated using numerical analysis, GEOASIA, assuming a 40 g centrifugal field. The main conclusions obtained were as follows. 1) Although the embankment remained stable without large deformation during the earthquake, a slip plane subsequently penetrated through the embankment, resulting in delayed failure (circular arc slip). 2) The deformation behavior (failure mode) of the foundation and embankment varies greatly depending on the characteristics of the incident seismic motions.
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Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Clays
- Continuum mechanics
- Deformation (mechanics)
- Dynamics (solid mechanics)
- Earthquakes
- Engineering fundamentals
- Engineering mechanics
- Failure analysis
- Failure modes
- Forensic engineering
- Foundations
- Geohazards
- Geomechanics
- Geotechnical engineering
- Seismic tests
- Seismic waves
- Soil deformation
- Soil mechanics
- Soils (by type)
- Solid mechanics
- Structural engineering
- Structural mechanics
- Tests (by type)
- Waves (mechanics)
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Assistant Professor, Department of Civil Engineering, Nagoya University, Furo, Chikusa, Nagoya, JAPAN, 464-8603.E-mail: [email protected]
Professor, Department of Civil Engineering, Nagoya University, Furo, Chikusa, Nagoya, JAPAN, 464-8603.E-mail: [email protected]
Professor, Department of Civil Engineering, Nagoya University, Furo, Chikusa, Nagoya, JAPAN, 464-8603.E-mail: [email protected]
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