Chapter
Jun 20, 2012
Effect of Soil Liquefaction on Flexural Behavior of Axially and Laterally Loaded Piles
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
The paper presents a brief outline of a simplified analysis procedure to analyze the flexural response of axially and laterally loaded piles under liquefied soil condition. Parametric study has also been presented in this paper to bring out in to focus the influence of various factors like gradient of surface topography, depth of liquefied zone, pile boundary condition, presence of axial and lateral loads etc, controlling the pile behavior under such condition.
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Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Axial loads
- Continuum mechanics
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering mechanics
- Flexural strength
- Foundations
- Geomechanics
- Geotechnical engineering
- Lateral loads
- Material mechanics
- Material properties
- Materials engineering
- Pile foundations
- Piles
- Soil analysis
- Soil liquefaction
- Soil mechanics
- Soil properties
- Solid mechanics
- Static loads
- Statics (mechanics)
- Strength of materials
- Structural dynamics
Authors
Affiliations
Assistant, Systems Engineer, TATA Consultancy Services Ltd., Techno Park Campus, Trivandrum - 695581, India,. E-mail: [email protected]
A.M.ASCE
Professor, Department of Civil Engineering, IIT Kanpur, Kanpur - 208016, India,. E-mail: [email protected]
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