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Evolution characteristics of matric suction head in unsaturated coarse-grained soil layer
Figures of the Article
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Schematic diagram of physical model of infiltration process
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Evolution characteristics of volumetric water content in unsaturated coarse-grained soil layer
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Evolution characteristics of volumetric water content in unsaturated fine-grained soil layer
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Evolution characteristics of matric suction head in unsaturated coarse-grained soil layer
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Evolution characteristics of matric suction head in unsaturated fine-grained soil layer
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Time of infiltration stabilization of coarse-grained soil under different saturated hydraulic conductivities
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Evolution characteristics of matric suction head in coarse-grained soil under sudden drop of infiltration rate
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Evolution characteristics of matric suction head in fine- grained soil under sudden drop of infiltration rate
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Time-varying characteristics of volumetric water content at feature points at different depths in coarse-grained soil
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Time-varying characteristics of volumetric water content at feature points at different depths of fine-grained soil
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Time-varying characteristics of matric suction head at feature points at different depths in coarse-grained soil
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Time-varying characteristics of matric suction head at feature points at different depths in fine-grained soil
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Evolution characteristics of seepage rate at different feature points during coarse-grained soil infiltration process
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Evolution characteristics of seepage rate at different feature points of fine-grained soil during infiltration process
Tables of the Article
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Values of φ and C of soil samples 1 and 2
参数 土样1 土样2 参数 土样1 土样2 φ1 0.265 1.837 C1 37.3700Q 0.7715Q φ2 0.545 4.816 C2 -36.1751Q -0.1370Q φ3 0.839 7.917 C3 24.7864Q 0.0519Q φ4 1.141 11.041 C4 -16.2770Q -0.0268Q φ5 1.447 14.172 C5 10.8925Q 0.0163Q φ6 1.756 17.308 C6 -7.4148Q -0.0109Q φ7 2.006 20.445 C7 5.0050Q 0.00782Q φ8 2.377 23.583 C8 -3.1498Q -0.00582Q φ9 2.689 26.722 C9 1.6282Q 0.00447Q φ10 3.001 29.862 C10 -0.4891Q -0.00307Q 注：Q=QB-QA。
