DOI QR코드

DOI QR Code

흙-수분 특성곡선 방정식을 이용한 포화도의 예측

Prediction of the Degree of Saturation Using the Soil-Water Characteristic Curves on an Unsaturated Soil

  • 송창섭 (충북대학교 농과대학 지역건설공학과)
  • 발행 : 2004.01.01

초록

The aim of the work described in this paper was to confirm the application of the equation of the soil-water characteristic curves on an unsaturated soil. A series of suction test for unsaturated soils was conducted on the selected 4 kinds of soil using modified pressure extractor apparatus. And it was carried out to analyse The experimental parameters which can be describe the soil-water characteristics, were determined by using the data obtained from the experiment. From the results, it was found that The matric suction varied according to the grain size distribution, amount of fine grain particles and void ratio. Also it was found that the residual degree of saturation was decreased with in crease of the void ratio, but the pore size distribution index and air entry value were increased with in crease of the void ratio. And The application of the soil-water characteristic curve equation was confirmed for the various conditions and the various state by the comparison between the measured degree of saturation and the predicted degree of saturation.

키워드

참고문헌

  1. Song, C. S. 1994. Development of constitutive model for the prediction of behaviour of an unsaturated soil. Ph.D Thesis. Seoul National University. (in Korean)
  2. Song, C. S. and P. W. Chang. 1994. Development of constitutive model for the prediction of behaviour of an unsaturated soil(I)-study of characteristics of unsaturated soil-. Journal of the Korea Society of Agricultural Engineers 36(4) : 87-94. (in Korean)
  3. Song, C. S. and P. W. Chang. 1994. Development of constitutive model for the prediction of behaviour of an unsaturated soil(II)-development and application of constitutive model-. Journal of the Korea Society of Agricultural Engineers 37(1) : 81-98. (in Korean)
  4. Song, C. S. and P. W. Chang. 1995. Development of constitutive model for the prediction of behaviour of an unsaturated granular soil. Journal of the Korean Geotechnical Society 11(3) : 43-54. (in Korean)
  5. Song, C. S. and P. W. Chang. 1996. Development of constitutive model for the prediction of behaviour of an unsaturated clayey soil. Journal of the Korea Society of Agricultural Engineers 38(3) : 101-110. (in Korean)
  6. Song, C. S. and P. W. Chang. 1997. Yield surface and hardening laws of unsaturated clayey soils for isotropic compression. Journal of the Korea Society of Agricultural Engineers 39(1) : 93-101. (in Korean)
  7. Song, C. S. and M. H. Kim. 2003. Experimental Study for Soil-Water Characteristic Curves of Unsaturated Soil. Journal of the Korea Society of Agricultural Engineers 45(6) : 153-161. (in Korean)
  8. Craig. A. B. and C. D. Shackelford. 2001. Soil-water characteristic curves and dual porosity of sand-diatomaceous earth mixtures. J. of Geotech. and Geoenvir. Engrg. ASCE 127(9) : 790-800 https://doi.org/10.1061/(ASCE)1090-0241(2001)127:9(790)
  9. Craig H. B. and M. Gribb. 1999. Measuring unsaturated hydraulic conductivity in the laboratory and field. ASCE Geotech. Special Pub. 68 : 113-168
  10. Fredlund D.G. and H. Rahardio. 1993. Soil mechanics for unsaturated soils. John Wiley & Sons Inc.
  11. Fredlund D. G. and A. Xing. 1994. Equation for the soil-water characteristic curve. Can. Geotech. J. 31 : 521-531 https://doi.org/10.1139/t94-061
  12. Leong E. C. and H. Rahardjo. 1995. Typical soil-water characteristic curves for two residual soils from granitic and sedimentary formations. Preceeding of the International Conference on Unsaturated Soils. UNSAT'95, Paris, France : 519-524
  13. Rahardjo H. and E. C. Leong. 1999. Soil-water characteristic curve and flux boundary problem. ASCE Geotch. Special Pub. 68 : 89-111