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Effect of Soil Liquefaction on Flexural Behavior of Axially and Laterally Loaded Piles
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.
Effect of Soil Liquefaction on Flexural Behavior of Axially and Laterally Loaded Piles
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.
Effect of Soil Liquefaction on Flexural Behavior of Axially and Laterally Loaded Piles
Meera, R. S. (author) / Basudhar, P. K. (author)
Geotechnical Earthquake Engineering and Soil Dynamics Congress IV ; 2008 ; Sacramento, California, United States
2008-05-14
Conference paper
Electronic Resource
English
Effect of Soil Liquefaction on Flexural Behavior of Axially and Laterally Loaded Piles
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