Analysis and Numerical Modelling of a Piled Foundation Reinforced Geosynthetics to Support for Full-Height Bridge Abutments Constructed through Soft Soil

Analysis and Numerical Modelling of a Piled Foundation Reinforced Geosynthetics to Support for Full-Height Bridge Abutments Constructed through Soft Soil

Pham Anh Tuan

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α University of Science and Technology-The University of Danang, Vietnam.

Analysis and Numerical Modelling of a Piled Foundation Reinforced Geosynthetics to Support for Full-Height Bridge Abutments Constructed through Soft Soil

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Abstract

Increased traffic volume had made it necessary to rise transport capacities by construction of full-height bridge. Therefore, the scope of this paper is the analysis of full-height embankment behind abutment on geosynthetic reinforced pile supported (GRPS), with a commercially available finite element software. The analyses of fourteen cases of GRPS system supported under embankment and two untreated foundations are presented in this paper. The factors considered include the construction time, pile center to center spacing, supported region and length of piles DM (Deep-Mixing).

References

7 Cites in Article

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Jie Han,Sadik Oztoprak,Robert Parsons,Jie Huang (2007). Numerical analysis of foundation columns to support widening of embankments.
M Kelesoglu,S Springman (2011). Analytical and 3D numerical modelling of full-height bridge abutment.
E Ellis (1996). Soil-structure interaction of piled bridge abutments constructed on soft clay.
Ca,D Jones,C Stewart,Danilewicz (2008). Bridge distress caused by approach embankment settlement.
De Beer,E (1972). Piles subjected to static lateral loads.
G Tschebotarioff (1973). Foundations, retaining and earth structures.
R Brinkgreve,P Vermeer (1998). Plaxis -Finite Element Code for Soil and rock Analysis -Version 7.

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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

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No ethics committee approval was required for this article type.

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Not applicable for this article.

How to Cite This Article

Pham Anh Tuan. 2016. \u201cAnalysis and Numerical Modelling of a Piled Foundation Reinforced Geosynthetics to Support for Full-Height Bridge Abutments Constructed through Soft Soil\u201d. Global Journal of Research in Engineering - J: General Engineering GJRE-J Volume 16 (GJRE Volume 16 Issue J3): .

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GJRE Volume 16 Issue J3
Pg. 1- 15

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

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GJRE-J Classification: FOR Code: 091307

Submission ReceivedDecember 9, 2015
Peer Review Double Blind
Handling Editor
Accepted January 1, 2016
Published January 15, 2016

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v1.2

Issue date

September 16, 2016

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Article Matrices

Total Score: 101

Country: Unknown

Subject: Global Journal of Research in Engineering - J: General Engineering

Authors: Pham Anh Tuan (PhD/Dr. count: 0)

View Count (all-time): 204

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Publish Date: 2016 09, Fri

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Total Views: 3822

Total Downloads: 1908

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