Design of geosynthetic-reinforced soil structures

Kh Farrag, Ilan Juran

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The working stress design methods commonly used for the design of geosynthetic reinforced soil structures are usually based on assumptions concerning the anticipated state of stress (K o or K a) in the soil. These methods do not allow for considerations pertaining to the effect of reinforcement stiffness on the structural behavior. This paper presents the engineering application of a strain compatibility approach (recently proposed by Juran et al., 1990) for the analysis of geosynthetic-reinforced soil structures. This approach, based on simulating the strain compatibility between the soil and reinforcement, is developed to evaluate the effect of reinforcement and on the structure properties on the mobilized tension forces in the reinforcement and on the structure stability. It yields an analytic solution which is consistent with the observations on the behavior of reinforced soil structures and the recommendations of the FHWA design guidelines. This paper outlines the results of a parametric study to evaluate the effect of reinforcement extensibility and soil dilatancy on the mobilized tension forces. The analysis shows that the working stress design methods commonly used are too restrictive to allow an appropriate simulation of the complex structure behavior. Design charts are presented to predict the tension forces in the reinforcement and the locus of failure surface for different reinforcement extensibilities and soil properties. Method predictions are compared with results of the currently used working stress design methods.

Original languageEnglish (US)
Title of host publicationGeotechnical Special Publication
EditorsRoy H. Borden, Robert D. Holtz, Ilan Juran
PublisherPubl by ASCE
Pages1188-1200
Number of pages13
Volume2
Edition30
StatePublished - 1992
EventProceedings of the 1992 ASCE Specialty Conference on Grouting, Soil Improvement and Geosynthetics - New Orleans, LA, USA
Duration: Feb 25 1992Feb 28 1992

Other

OtherProceedings of the 1992 ASCE Specialty Conference on Grouting, Soil Improvement and Geosynthetics
CityNew Orleans, LA, USA
Period2/25/922/28/92

Fingerprint

geosynthetics
soil structure
reinforcement
Reinforcement
Soils
design method
extensibility
soil
methodology
dilatancy
soil properties
engineering
stiffness
soil property
Stiffness
loci
prediction
simulation
effect

ASJC Scopus subject areas

  • Soil Science
  • Building and Construction
  • Architecture

Cite this

Farrag, K., & Juran, I. (1992). Design of geosynthetic-reinforced soil structures. In R. H. Borden, R. D. Holtz, & I. Juran (Eds.), Geotechnical Special Publication (30 ed., Vol. 2, pp. 1188-1200). Publ by ASCE.

Design of geosynthetic-reinforced soil structures. / Farrag, Kh; Juran, Ilan.

Geotechnical Special Publication. ed. / Roy H. Borden; Robert D. Holtz; Ilan Juran. Vol. 2 30. ed. Publ by ASCE, 1992. p. 1188-1200.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Farrag, K & Juran, I 1992, Design of geosynthetic-reinforced soil structures. in RH Borden, RD Holtz & I Juran (eds), Geotechnical Special Publication. 30 edn, vol. 2, Publ by ASCE, pp. 1188-1200, Proceedings of the 1992 ASCE Specialty Conference on Grouting, Soil Improvement and Geosynthetics, New Orleans, LA, USA, 2/25/92.
Farrag K, Juran I. Design of geosynthetic-reinforced soil structures. In Borden RH, Holtz RD, Juran I, editors, Geotechnical Special Publication. 30 ed. Vol. 2. Publ by ASCE. 1992. p. 1188-1200
Farrag, Kh ; Juran, Ilan. / Design of geosynthetic-reinforced soil structures. Geotechnical Special Publication. editor / Roy H. Borden ; Robert D. Holtz ; Ilan Juran. Vol. 2 30. ed. Publ by ASCE, 1992. pp. 1188-1200
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