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Flow pump technique was used in order to determine the soil-water characteristic curve of weathered granite soils in Pocheon area. This technique enables measurement to be more convenient and accurate as it is based on the CU condition of triaxial compression test. Besides, it is also able to measure dry and moisture curves continuously since the test is controled by means of a computer automatically. In this study, not only a hydraulic conductivity of weathered granite soils at fully saturated state in Pocheon area, but also a soil-water characteristic curve throughout unsaturate flow tests were determined. In addition, Brooks and Corey's model and Genuchten's model were used to simulate the soil-water characteristic curve. On the basis of the simulation an unsaturate hydraulic conductivity was predicted.
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참고문헌 (12)
참고문헌 신청
Bishop, A. W. / 1960 / The measurement of pore water pressure in the triaxial test, Pore pressure and suction in soils / Butterworths : 38 ~ 46
Brooks, R. H. / 1964 / Hydraulic properties of porous media / Colorado state university, Hydrology papers
Corey, T. / 1994 / Mechanics of immiscible fluids in porous media / Water resources publications
Fredlund, D. G. / 1977 / Stress state variables for unsaturated soils / ASCE J. Geotech. Eng. Div. 103 (GT5) : 447 ~ 466
Fredlund, M. D. / 1997 / Estimation of unsaturated soil properties using a knowledge-based system / ASCE Fourth Congress on Computing in Civil Engineering Philadelphia : 16 ~
Brooks, R. H. / 1964 / Hydraulic properties of porous media / Colorado state university, Hydrology papers
Corey, T. / 1994 / Mechanics of immiscible fluids in porous media / Water resources publications
Fredlund, D. G. / 1977 / Stress state variables for unsaturated soils / ASCE J. Geotech. Eng. Div. 103 (GT5) : 447 ~ 466
Fredlund, M. D. / 1997 / Estimation of unsaturated soil properties using a knowledge-based system / ASCE Fourth Congress on Computing in Civil Engineering Philadelphia : 16 ~
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