Grid Service Behavior in Geogrid-Reinforced and Pile-Supported Composite Foundations

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Abstract:

In geogrid-reinforced and pile-supported composite foundations, the piles, grids and soil compose a complex system in which the three parties perform in coordination to bear the loads. The service behavior and functional mechanism of the geogrids are explored through static and cyclic load tests.

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751-754

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October 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] D. Whyte: The Overriding Aspects of the Design of Geosynthetic-Reinforced Pile Supported Embankment. Foundation Engineering, ASCE2005.

DOI: 10.1061/40777(156)10

Google Scholar

[2] J. Han and J. G. Collin: Geosynthetic Support Systems over Pile Foundations. Geosynthetic Research and Development, ASCE2005.

DOI: 10.1061/40782(161)7

Google Scholar

[3] R S. Madhyannapu: Analysis of Geotextile Reinforced Embankment over Deep Mixed Soil Columns. GeoCongress, ASCE2006.

DOI: 10.1061/40803(187)248

Google Scholar

[4] M.E. Stewart and G.M. Filz: Influence of Clay Compressibility on Geosynthetic Loads in Bridging Layers for Column-Supported Embankments. Foundation Engineering, ASCE2005.

DOI: 10.1061/40777(156)8

Google Scholar

[5] R.S. Madhyannapu et. Analysis of Geotextile Reinforced Embankment over Deep Mixed Soil Columns. GeoCongress, ASCE2006.

DOI: 10.1061/40803(187)248

Google Scholar

[6] M.H. Zhao, L. Zhang, D.S. Jiang: Journal of Highway and Transportation Res and Dev. Vol. 25 (2008), p.50.

Google Scholar