Journal of the Korean Geotechnical Society (한국지반공학회논문집)

Korean Geotechnical Society (한국지반공학회)
권호 표지

A Study on the Shear Behavior of Sands on the Geomembranes

지오멤브레인 상의 모래의 전단거동에 관한 연구

  • Published : 2000.06.01

⟨ Previous Next ⟩

Abstract

The shear behavior of any interface is a function of the fundamental properties of both materials at the interface. This study aimed at investigating the effect of planar surface roughness on the stress-horizontal displacement curve at theinterfaces composed of various geomembrane textures and granular materials. In addition, the extent of surfacialscarring on smooth geomembranes against granular materials during shearing induced by plowing effect was studied. It wasobserved that the displacements required to achieve peak and residual interface resistance, and the stress-displacementcurve at the interface vary greatly with the surface roughness of geomembrane. Quantification of surface roughnessvariations on smooth geomembrane due to plowing effect showed that the surfacial scarring during shearing by the soilparticles is directly related to both the normal stress and the angularity of the soil particles at the interface. The findingsof this study can be used to provide the useful information for the design and selection of counterface materials.

Keywords

References

  1. Particle-geomembrane interface strength behavior as influenced by surface topography Dove, J. E.
  2. Geosynthetics International v.3 no.3 A method for estimating geomembrane surface roughness Dove, J. E.;Frost, J. D.
  3. Proceedings of Geosynthetics 97 v.2 The influence of geomembrane surface roughness on interface strength Dove, J. E.;Frost, J. D.;Han, J.;Bachus, R. C.
  4. Geotechnical Testing Journal v.19 no.2 Automated determination of the distribution of local void radio from digital images Frost, J. D.;Kuo, C. Y.
  5. Metallurgical Transactions A v.21A A general method for estimation of fracture surface roughness: part Ⅱ theoretical aspects Gokhale, A. M.;Drury, W. J.
  6. Metallurgical Transactions A v.21A A general method for estimation of fracture surface roughness: part Ⅰ practical considerations Gokhale, A. M.;Underwood, E. E.
  7. Geotechnical Testing Journal v.22 no.2 Preparation of epoxy impregnated sand coupons for image analysis Jang, D. J.;Frost, J. D.;Park, J. Y.
  8. Geotechnique v.37 no.1 Tests of the inter between sand and steel in the simple shear apparatus Kishida, H.;Uesugi, M.
  9. Journal of the Korea Geotechnical Society v.15 no.3 Quantification of surface topography using digital image analysis Lee, S.-W.
  10. Journal of the Korea Geotechnical Society v.15 no.4 Directional variations in surface roughness determinations Lee, S.-W.
  11. Journal of Geotechnical Engineering v.116 no.3 Shear strength characteristics of sand-polymer interfaces O'Rourke, T. D.;Druschel, S. J.;Netravali, A. N.
  12. ASTM Geotechnical Testing Journal v.18 no.2 Dual interface apparatus for testing unrestricted friction of soil along solid surfaces Paikowsky, S. G.;Player, C. P.;Connors, P. J.
  13. Journal of Geotechnical Engineering v.122 no.3 HDPE geomembrane/geotextile interface shear strength Stark, T. D.;Williamson, T. A.;Eid, H. T.
  14. Proceedings of Geosynthetics 87 v.2 Soil-geosynthetics interface strength characteristics: a review of state-of-the-art testing procedures Takasumi, D. L.;Green, K. R.;Holtz, R. D.
  15. Longman, London, UK. Profile, characterization, chapter 4, In rough surfaces Ward, H. C.;Tomas, T. R.(ed)
  16. Geotechnical Testing Journal v.4 A ring torsion apparatus for evaluating friction between soil and metal surface Yoshimi, Y.;Kishida, T.