TECHNICAL PAPERS
Dec 1, 1987

Geosynthetics Supporting Embankments Over Voids

Publication: Journal of Cold Regions Engineering
Volume 1, Issue 4

Abstract

Geosynthetics can be used to support road embankments over voids. This report briefly summarizes a mathematical model developed to design such a system and presents the results of a series of field tests performed to verify the mathematical model. The theoretical model is easy to use, but it involves an iterative solution, so it is best suited to computer solution. Use of the mathematical model indicates that voids on the order of 3 m or more can be supported on commercially available geosynthetics. The field tests had voids up to 1.8 m wide. Performance of the embankment surface under traffic loading was basically the same over the voids and between the voids, indicating that paving the surface may be a viable option.

Get full access to this article

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

References

1.
Bolles, J. (1986). “Geotextiles and geogrids used to span voids under arctic roads,” thesis presented to the University of Alaska at Fairbanks, Alaska in partial fulfillment of the requirements for the degree of Master of Science.
2.
Bourdeau, P. L., Harn, M. E., and Holtz, R. D. (1982). “Soil fabric interaction—an analytical model, vol. II.” 2nd Int. Conf. on Geotextiles, Las Vegas, Nev., Aug. 387–392.
3.
Collios, A., Delmas, P., Gourc, J. P., and Giroud, J. P. (1980). “Experiments on soil reinforced with geotextiles.” ASCE Convention and Exposition, Portland, Oreg., April Preprint 80–177, The use of geotextiles for soil improvements, 53–73.
4.
Fluet, J. E., Christopher, B. R., and Slaters, A. R. (1986). “Geosynthetics stress‐strain response under embankment loading conditions,” 3rd Inter. Conf. on Geotextiles, Vienna, Austria, April, 175–180.
5.
Giroud, J. P. and Noiray, L. (1980). “Design of geotextile reinforced, unpaved roads.” ASCE Convention and Exposition, Portland, Oreg. April. Preprint 80–177, The use of geotextiles for soil improvements, 143–169.
6.
Kinney, T. C. (1979). “Fabric induced changes in high deformation soil‐fabric‐aggregate systems,” thesis presented to the University of Illinois at Urbana‐Champaign, Ill., in partial fulfillment of the requirements for the degree of Doctor of Philosophy. 178.
7.
Kinney, T. C. (1985). “Field and laboratory study on the use of geotextiles and related products to bridge thermokarsts,” Report to Alaska DOT&PF, Res. Sect., May.
8.
Kinney, T. C. (1986a). “Reinforced roads bridging voids,” ASCE Specialty Conf. on Cold Regions Engineering, Anchorage, Alaska, Feb.
9.
Kinney, T. C. (1986b). “Tensile reinforcement of road embankments on polygonal ground by geotextiles or related materials,” Alaska DOT&PF Research Section, Fairbanks, AK 99709, FHW A‐AK‐RD‐86‐29.
10.
Kinney, T. C. and Abbott, R. D. (1984). “Geotextiles used to reinforce roads over voids,” ASCE Specialty Conf. on Cold Regions Engineering, Edmonton, Canada, April, 493–506.
11.
Kinney, T. C. and Barenberg, E. J. (1979). “The mechanisms by which fabrics stabilize aggregate layers on soft subgrades.” U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss., Miscellaneous Paper GL‐79‐5.
12.
Kinney, T. C. and Barenberg, E. J. (1982). “The strengthening effect of geotextiles on soil geotextile aggregate systems, Vol. II.” 2nd International Conf. on Geotextiles, Las Vegas, NV, Aug. 347–352.
13.
Leflaive, E. (1977). “The mechanical role of fabrics in soils.” Inter. Conf. on Use of Fabrics in Geotechnics, Paris, France.
14.
McGown, A. and Andrawes, K. Z. (1977). “The influences of non‐woven fabric inclusions on the stress‐strain behavior of a soil mass.” Inter. Conf. on Use of Fabrics in Geotechnics, Paris, France, 161–166.
15.
Salomone, Boutrup, Holtz, and Sutton (1980). “Fabric reinforced design against pullout. ASCE Convention and Exposition, Portland, Oreg., April. Preprint 80–177, The use of geotextiles for soil improvements, 75–87.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 1Issue 4December 1987
Pages: 158 - 170

History

Published online: Dec 1, 1987
Published in print: Dec 1987

Permissions

Request permissions for this article.

Authors

Affiliations

Thomas C. Kinney, Member, ASCE
Assoc. Prof. of Civil Engr. and Prin. Invst., Inst. of Northern Engrg., Univ. of Alaska‐Fairbanks, Fairbanks, Alaska 99775‐0660 and Vice Pres., Shannon & Wilson, Inc., Fairbanks, AK 99707
Billy Connor, Associate Member, ASCE
Sr. Res. Engr., Alaska Dept. of Transp. and Public Facilities, Res. Sect., 2301 Peger Rd., Fairbanks, AK 99709

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