TECHNICAL NOTES
Aug 1, 1998

Tensile Properties of Geogrids under Cyclic Loadings

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, Issue 8

Abstract

The tensile behavior of three commonly used polymeric geogrids (polypropylene, polyester, and high-density polyethylene) under cyclic loading was investigated. The tests were strain controlled and were conducted for 100 cycles at different load ratios. The stiffness and damping ratio of geogrids at all load cycles were compared with the primary loading curve. The stiffness increased while the damping ratio decreased with more loading cycles at any load ratio. A higher load ratio decreased the stiffness ratio and increased the damping ratio. The strengths of prestressed and virgin specimens were also compared. Negligible strength reduction resulted from short-term cyclic loading. The strength obtained from static tests appears reasonable when used for design considering short-term cyclic loading. An empirical relationship is proposed to determine the strain accumulated from cyclic loading under different load ratios.

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References

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Ashwamy, A. K., and Bourdeau, P. L.(1996). “Response of a woven and a nonwoven geotextile to monotonic and cyclic simple tension.”Geo-synthetics Int., 3(4), 493–515.
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Bathurst, R. J., and Cai, Z.(1994). “In-isolation cyclic load-extension behavior of two geogrids.”Geosynthetics Int., 1(1), 1–19.
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Koerner, R. M. (1998). Designing with geosynthetics, 4th Ed. Prentice Hall, Englewood Cliffs, N.J.
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Moraci, N., and Montanelli, F. (1996). “Short and long term behavior of geogrids under static and cyclic load.”Earth reinforcement, Ochiai et al., eds., Balkema, Rotterdam, The Netherlands, 117–122.
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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 124Issue 8August 1998
Pages: 782 - 787

History

Published online: Aug 1, 1998
Published in print: Aug 1998

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Authors

Affiliations

Hoe I. Ling
Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Delaware, Newark, DE 19716.
Yoshiyuki Mohri
Res. Mgr., Lab. of Soil Engrg., Nat. Res. Inst. of Ag. Engrg., 2-1-2 Kannodai, Tsukuba 305, Japan.
Toshinori Kawabata, Members, ASCE
Res. Mgr., Pipe Engrg. Dept., Kubota Corp., 3-1-3 Nihonbashi-Muromachi, Chuo-ku, Tokyo, 103, Japan.

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