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

Pham Anh Tuan

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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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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1. Sadik Jie Han,Robert L (2007). Numerical analysis of foundation columns to support widening of embankments. Computers and Geotechnics, 34(6), 435-448.
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2. M. Kelesoglu,S. Springman (2011). Analytical and 3D numerical modelling of full-height bridge abutment. Computer and geotechnics 38.
3. E. Ellis (1996). Soil-structure interaction of piled bridge abutments constructed on soft clay. Ground Engineering.
4. CA,D. Jones,C. Stewart,Danilewicz (2008). Bridge distress caused by approach embankment settlement. geotechnics Engineering. geotechnics Engineering, 63-74.
5. De Beer,E. (1972). Piles subjected to static lateral loads. Proceedings of 9th European conference on soilmechanics and foundation engineering. Proceedings of 9th European conference on soilmechanics and foundation engineering, 1972, 1-14.
6. G. Tschebotarioff (1973). Foundations, retaining and earth structures.
7. 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.

Ethical Approval

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

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GJRE Volume 16 Issue 16 (J3)

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords

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Classification

GJRE-J Classification FOR Code: 091307

Submission ReceivedDecember 9, 2015
Peer Review Double Blind
Handling Editor
Accepted January 1, 2016
Published July 12, 2016

Version of record

v1.2

Issue date

July 12, 2016

Language

English

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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)

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