Composition and Peinforcing Effect of Remolded Short Fiber Reinforced Clay

재성형된 단섬유 보강점토의 구성과 보강효과

  • 박영곤 (한국철도기술연구원) ;
  • 장병욱 (서울대학교 농업생명과학대학 생물자원공학부)
  • Published : 2000.12.01

Abstract

A series of consolidated undrained triaxial compression testes were performed to increase field applications of soil admixtures mixed with short fiber. Kaolin clay and three types of fiber were selected and auto cutter was used to obtain reliable length of fibers. Remolded soil specimens were tested for obtaining the basic data to be applied to the reinforcement of soft clay, embankment or barrier and clay liner of wastes landfill etc. Conversion equations from weight to volume of clay mixed with short fiber are introduced and relationships between fiber content and fiber concentration are derived. It is found that reinforcing effect by aspect ratio and mixing ratio of short fiber decreases as confining pressure increases. The best efficient reinforcing effect is given at the aspect ratio of 80~120 and the fiber content of 1.2%~2.4% and the fiber diameter of 0.27mm.

Keywords

References

  1. 섬유시험법 김경환;조현혹
  2. 박사학위논문 섬유혼합토의 전단파괴 예측 모델의 개발과 비배수 전단강도 특성 분석 박영곤
  3. 박사학회논문 포화 정규압밀점토의 간극수압-변형의 관계 박용원
  4. 섬유학 안영무
  5. National Conference/Ground Stabilization and Reinforcement 섬유혼합 보강토의 전단특성 조삼덕;김진만
  6. Journal of Geotechnical Engineering Div.;ASCE v.101 no.12 Aniotropy in Heavily Overconsolidated Kaolin Amerasinghe S.F.;Parry R.H.G.
  7. Journal of Geotechnical Engineering Div.;ASCE v.113 no.12 Compression and Extension of Ko Normally Consolidated Kaolin Clay Atkinson J.H.;Richardson D.;Robinson P.J.
  8. Geosynthetics International v.3 no.1 Geotextile Characterization and Pore Size Distribution : Part I. A Review of Manufacturing Processes Bhatia S.K.;Smith J.L.
  9. Geotechnique v.25 no.4 A Hydraulic Triaxial Apparatus for Controlled STress Path Testing Bishop A.W.;Wesley L.D.
  10. Journal of Geotechnical Engineering Div.;ASCE v.111 no.7 Comparison of Natural and Remolded Plastic Clay Graham J.;Li E.C.C.
  11. Journal of Geotechnical Engineering Div.;ASCE v.109 no.3 Mechanics of Fiber Reinforcement in Sand Gray D.H.;Ohashi H.
  12. Journal of Geotechnical Engineering Div.;ASCE v.112 no.8 Behavior of Fabric Versus Fiber Reinforced Sand Gray D.H.;Al-Refeai T.
  13. Proc. of the 12th Internaltional Conference on Soil Mechanics and Foundation Engineering Admixture Stabilization of Sands with Discrete, Randomly Distributed Fibers Gray D.H.;Mahr M.H.
  14. Geotechnique v.22 no.2 Plane Strain Behaviour of Remolded Normally Consolidated Kaolin Hambly E.C.
  15. Journal of Geotechnical Engineering Div.;ASCE v.109 no.5 Reinforced Clay Subjected to Undrained Triaxial Loading Ingold T.S.
  16. Journal of Geotechnical Engineering Div.;ASCE v.104 no.2 Three-Dimensional Behavior of Remolded Clay Lade P.V.;Musante H.M.
  17. Int. Geotech. Symp. on Theory and Practice of Earth Reinforcement Texol : already More Than 50 Successful Application Leflaive E.
  18. Static and Dynamic Force Response of Sands Reinforced with Discrete, Randomly Distributed Fibers Maher M.H.
  19. Journal of Geotechnical Engineering Div.;ASCE v.116 no.11 Static Response of Sands Reinforced with Randomly Distributed Fibers Maher M.H.;Gray D.H.
  20. Journal of Geotechnical Engineering Div.;ASCE v.120 no.8 Mechanical Properties of Kaolinite/Fiber Soil Composite Maher M.H.;Ho Y.C.
  21. STP977;ASTM Advanced Triaxial Testing of Soil and Rock Menzies B.K.
  22. Journal of Geotechnical Engineering Div.;ASCE v.122 no.3 Failure of Fiber-reinforced Granular Soils Michalowski R.L.;Zhao A.
  23. Soils and Foundations v.28 no.1 Undrained Shear Strength of Remolded Marine Clays Nakase A.;Kamei T.
  24. Journal of Geotechnical Engineering Div.;ASCE v.122 no.6 Probabilistic Analysis of Randomly Distributed Fiber-reinforced Soil Ranjan G.;Vasan R.M.;Charan H.D.