TECHNICAL PAPERS
Oct 1, 2007

Field Trial for Asphalt Pavements Reinforced with Geosynthetics and Behavior of Glass-Fiber Grids

Publication: Journal of Performance of Constructed Facilities
Volume 21, Issue 5

Abstract

This paper presents details of a large field trial and some observations conducted to evaluate the practical efficiencies of geosynthetically reinforced asphalt pavements in Shanxi Province, China. Three glass-fiber grids (LB2000 II, TGG-8080, GGA 2021), one plastic grid (Tensar AR1), two geotextiles (nonwoven needle-punched and nonwoven heat-bonded), and one geocomposite (Tensar AR-G) application were selected for evaluation. These geosynthetics were installed in the interface between new asphalt pavement layers (APL) and new cement-stabilized gravel–sand base courses coated by emulsified asphalt or within new APL in the reconstruction of asphalt pavement sections (Program I), or in the interface between old APL and new overlay layers in the asphalt overlay pavement sections (Program II). In each program, reinforced sections with different geosynthetics were compared with each other and with nonreinforced sections to determine relative performance. Inspections after construction showed that the integrated damage ratio and deflection in the pavement sections reinforced with glass–fiber grids were less than other pavement sections. Furthermore, after about 4years of service, glass-fiber grids were dug out and no breaking and node movement were discovered. Nevertheless, observations indicated that geosynthetics may not be effective, if bearing capacity of the base course/subgrade is inadequate, or if the overlay thickness is too thin, or if preconstruction repair of distressed old pavement is incomplete.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This material is based on work supported by the Jinzhong Branch of Shanxi Highway Bureau under the Jinzhong Branch Project No. 01-22. The writers wish to thank T. Wang, S. X. Wang, and X. Y. You for their assistance in laboratory test, field trial, and data analyses.

References

Austin, R. A., and Gilchrist, A. J. T. (1996). “Enhanced performance of asphalt pavement using geocomposites.” Geotext. Geomembr., 14, 175–186.
Barazone, M. (2000). “Installing paving synthetics—An overview of correct installation procedures (part one).” Geotech. Fabr. Rep., 18(3), 16–18.
Bloise, N., and Ucciardo, S. (2000). “On site test of reinforced freeway with high-strength geosynthetics.” Proc., 2nd European Geosynthetics Conf., Vol. 1, 369–371.
Cancelli, A., and Montanelli, F. (1999). “In-ground test for geosynthetic reinforced flexible paved roads.” Proc., Geosynthetics Conf., Vol. 2, Boston, 863–878.
Carver, C. A., and Sprague, C. J. (2000). “Asphalt overlay reinforcement.” Geotech. Fabr. Rep., 18(2), 30–33.
Chan, F., Barksdale, R. D., and Brown, S. F. (1989). “Aggregate base reinforcement of surfaced pavements.” Geotext. Geomembr., 8(3), 165–189.
Collin, J. G., Kinney, T. C., and Fu, X. (1996). “Full scale highway load test of flexible pavement systems with geogrid reinforced base courses.” Geosynthet. Int., 3(4), 537–549.
Floss, R., and Gold, G. (1994). “Causes for the improved bearing behaviour of the reinforced two-layer system.” Proc. 5th Int. Conf. Geotextiles, Geomembranes, and Related Products, Vol. 1, Singapore, 147–150.
GFR. (2003). “Overlay stress absorption and reinforcement.” Geotech. Fabr. Rep., 21(3), 8–10.
Gobel, C. H., Weisemann, U. C., and Kirschner, R. A. (1994). “Effectiveness of a reinforcing geogrid in a railway subbase under dynamic loads.” Geotext. Geomembr., 13(2), 91–99.
Gurung, N. (2003). “A laboratory study on the tensile response of unbound granular base road pavement model using geosynthetics.” Geotext. Geomembr., 21(1), 59–68.
Huntington, G., and Ksaibati, K. (2000). “Evaluation of geogrid-reinforced granular base.” Geotech. Fabr. Rep., 18, 20–28.
Jenner, C. G., and Paul, J. (2000). “Lessons learned from 20 years experience of geosynthetic reinforcement on pavement foundations.” Proc., 2nd European Geosynthetics Conf., Vol. 1, 421–425.
Knapton, J., and Austin, R. A. (1996). “Laboratory testing of unpaved roads.” Proc., Int. Symp. on Earth Reinforcement, 615–618.
Koerner, R. M. (1998). Designing with geosynthetics, 4th Ed., Prentice-Hall, Upper Saddle River, N.J., 336–346.
Labuz, T. F., and Reardon, J. B. (2000). “Geotexitle-reinforced unpaved roads: model tests.” Geotech. Fabr. Rep., 18, 38–43.
Lytton, R. L. (1989). “Use of geotextiles for reinforcement and strain relief in asphalt concrete.” Geotext. Geomembr., 8(3), 217–237.
Marienfeld, M. L., and Guram, S. K. (1999). “Overview of field installation for paving fabric in North America.” Geotext. Geomembr., 17(2), 105–120.
Maurer, D. A., and Malasheskie, G. J. (1989). “Field performance of fabrics and fibers to retard reflective cracking.” Geotext. Geomembr., 8(3), 239–267.
Miura, N., Sakai, A., Taesiri, Y., Yamanouchi, T., and Yasuhara, K. (1990). “Polymer grid reinforced pavement on soft clay ground.” Geotext. Geomembr., 9(1), 99–123.
Rigo, J. M. (1993). “General introduction, main conclusions of the 1989 conference on reflective cracking in pavements, and future prospectus.” Proc., 2nd Int. RILEM Conf., 3–20.
Wang, T. (2003). “Principles and properties of pavement reinforcement with geosynthetics.” Ph.D. thesis, College of Civil Engineering, Wuhan Univ., Wuhan, China (in Chinese).
Wang, Z., Zou, W. L., Wang, T., Zhang, H. M., and Wang, S. X. (2004). “A case history of installation of geosynthetics in asphalt pavement.” Proc., of the 3rd Asian Regional Conf. on Geosynthetics, Korean Geosynthetics Society (KGSS), Seoul, Korea, Session G4, 431–438.
Zhao, A., and Foxworthy, P. T. (1999). “Geogrid reinforcement of flexible pavements: a practical perspective.” Geotech. Fabr. Rep., 17(4), 28–34.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 21Issue 5October 2007
Pages: 361 - 367

History

Received: Jul 25, 2006
Accepted: Mar 1, 2007
Published online: Oct 1, 2007
Published in print: Oct 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Wei-Lie Zou [email protected]
Associate Professor, College of Civil Engineering, Wuhan Univ., Wuhan 430072, People’s Republic of China. E-mail: [email protected]
Professor, College of Civil Engineering, and Director, Inst. of Geotechnical Engineering, Wuhan Univ., Wuhan 430072, People’s Republic of China. E-mail: [email protected]
Hui-Ming Zhang
Senior Engineer, Jinzhong Branch of Shanxi Highway Bureau, Yuci 030600, People’s Republic of China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share