Estimation of Hydraulic Conductivity Using Piezocone Penetration Test

피에조콘 관입 시험을 이용한 투수계수 산정기법 연구

  • Published : 2001.04.01

Abstract

본 연구에서는 수정 Cam Clay 모델과 혼합체 커플링 이론(coupled theory of mixtures)을 이용하여 피에조콘 관입시험을 해석하여 지반의 투수계수와 과잉간극수압의 정량적 관계를 고찰하였다. 본 연구의 이론적 해석 결과는 시험결과들과 비교하였으며 그 결과 피에조콘 관립 시험시 관측된 과잉간극수압은 지반의 투수계수가 $10^{-9}$m/sec에서 $10^{-6}$m/sec의 범위에서는 투수계수에 따라 피에조콘 관립 시험시 관측된 과잉간극수압이 현저하게 변하는 것으로 나타나 피에조콘 관입시험시 관측한 과잉간극수압을 이용하여 지반의 투수계수를 결정할 수 있음을 알 수 있었다. 또한 지반의 투수계수가 $10^{-9}$m/sec 이하에서는 지반이 거의 완전 비배수 상태에 가까운 거동을 나타내면, 투수계수가 $10^{-6}$m/sec 이상에서는 거의 완전 배수상태에 가까운 거동을 하는 것으로 나타났다.으로 나타났다.

Keywords

References

  1. Calibration Chamber Testing Preliminary results of CPT tests in calcarous Quiou sand Almeida,M.S.S.;Jamiolkowski, M.;Peterson,R.W.;An-Bin Huang(ed.)
  2. J.of GE., ASCE v.112 no.7 Consolidation after Undrained Piezocone Penetration, PartII:Interpretation Baligh, M.M.;Levadoux,J.N.
  3. Finite Element Procedures Bathe, K.J.
  4. Limit Analysis and Soil Plasticity Chen,W.F.
  5. J.of GE, ASCE v.119 no.10 Analysis of Piezocone Dissipation Data Using Dislocation Methods Elsworth, D.
  6. International J.for Numerical and Analytical Methods in Geomechanics v.12 no.1 A large-strain theory and its application in the analysis of the cone penetration mechanism Kiousis, P.D.;Voyiadjis, G.Z.;Tumay, M.T.
  7. Ph. D. Dissertation, Louisiana State University Calibration Chamber Studies of Miniature Piezo-Piezocone Penetration Tests in Cohesive Soil Specimen Kurup, P.
  8. J.of GE. ASCE v.112 no.7 Consolidation After Undrained Piezocone Penetrometer, I:Prediction Levadoux, J.N.; Baligh, M.M.
  9. Plasticity Theory Lubliner, J.
  10. Cone penetration Testing Lunne, T.;Robertson, P.K.;Powell, J.J.M.
  11. Int. J. of Eng. Sci. v.18 Mechanics of continuous porous media Prevost, J.H.
  12. Calibration Chamber Testing Penetration resistance of fine cohesionless materials Peterson, R.W.;An-Bin Huang.(ed.)
  13. A Study of Piezocone dissipation tests in soft clays for consolidation properties Powell,J.J.M.;Quarterman,R.S.T.
  14. Ph. D dissertation, Institute for Geoteknikk Strength and Deformation Properties of Fine Grained Soils Obtained from Piezocone Tests Sandven,R.
  15. Proceedings ISOPT 1 v.2 Piezocone tests in silty soils Senneset, K.;Sandven, R.;Lunne,T.;By, T.;Amundsen,T.
  16. International Journal of Mechanics of Cohesive and Frictional Materials Pore Pressure from Penetrometer and Hydraulic Conductivity Song, C.R.;Voyiadjis,G.Z.
  17. International Journal of Numerical and Analytical Methods in Geomechanics v.23 no.13 Determination of Permeability of Soils Using Multiple Piezo-element Penetrometer Song,C.R.;Voyiadjis. G.Z.;Tumay,M.T.
  18. Geotechnique v.41 no.1 An analytical study of the cone penetration test in clay Teh,C.I.;Houlsby, G.T.
  19. Paper34, Geotech, Meeting, Norwegian Geotech. Soc. The pore pressure probe Torstensson, B.A.
  20. Special Technical Publication; Strength testing of Marine sediments: Laboratory and In Situ Measurements, ASTM no.833 Pore Pressures in Piezocone Penetration Test(PCPT)in Soft Cohesive Soils Tumay, M.T.;Acar,Y.B.
  21. J.of Soil Mechanics and Foundation Div. ASCE v.98 Expansion of cavities in infinite soil mass Vesic,A.S.
  22. Mechanics of Materials v.7 no.4 Eulerian constitutive model for finite deformation plasticity with anisotropic hardening Voyiadjis, G.Z.;Kattan, P.I.
  23. J.of Engineering Mechanics, ASCE v.126 no.10 Finite Strain, Anisotropic Modified Cam Clay Model with Plastic Spin, PartII:Application to Piezocone Test Voyiadjis, G.Z.;Song, C.R.