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黏土土水特征曲线的实验研究及理论分析 被引量:6

Theoretical Analysis and Experimental Study of Clay Soil Water Characteristic Curve
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摘要 采用压力膜仪测定了不同击实干密度非饱和黏土的土水特征曲线,分别用van Genuchten、Brooks&Corey和Log-Normal Distribution模型对干密度为1.3 g/cm3的黏土试样土水特征曲线进行拟合比较,结果表明,van Genuchten模型能更好地拟合实验结果,同时给出了拟合参数。并用van Genuchten模型对不同干密度黏土试样土水特征曲线进行拟合,通过分析比较得出:土体干密度越大,空气进气值越高,土水持水能力越强。含水率相同时,土体基质吸力随干密度的增大而增大;对某一特定干密度土体的土水特征曲线,高含水率段基质吸力随含水率变化幅度小,低含水率段基质吸力随含水率变化幅度大。 The soil water characteristic curve of different compactive dry density of unsaturated clay was measured using pressure membrane, respectively van Genuchten, Brooks and Corey and Log-Normal Distribution model on the dry density of1.3 g/cm3Clay soil water characteristic curve was fitted, The results show that the van Genuchten model can well fit the experimental results at the same time, the fitting parameters are given. And the clay samples with different dry density of soil water characteristic curve were fitted with van Genuchten model, obtained by analysis and comparison: the dry soil density,the higher the value of the air inlet, water and soil water holding capacity is higher. At the same soil water content, the matrix suction increases with dry density incre asing; for a particular dry density of soil water characteristic curve, high water cut period of matric suction with water content changes are small, low water cut segment matrix suction with water content variation.
出处 《环境科学与技术》 CAS CSCD 北大核心 2013年第S2期109-112,共4页 Environmental Science & Technology
关键词 土水特征曲线 RETC 干密度 VAN GENUCHTEN模型 黏土 soil water characteristic curve RETC dry density van Genuchten model clay
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  • 1戚国庆,黄润秋.土水特征曲线的通用数学模型研究[J].工程地质学报,2004,12(2):182-186. 被引量:56
  • 2马英杰,虎胆.吐马尔拜,沈冰.利用阻尼最小二乘法求解Van Genuchten方程参数[J].农业工程学报,2005,21(8):179-180. 被引量:31
  • 3李志清,胡瑞林,王立朝,李志祥.非饱和膨胀土SWCC研究[J].岩土力学,2006,27(5):730-734. 被引量:56
  • 4陈大春,雷晓云.基于粒子群算法的水文适线法研究[J].水资源与水工程学报,2006,17(4):29-31. 被引量:4
  • 5吴礼舟,黄润秋,董秀军.非饱和土中的饱和度的求解方法[J].工程地质学报,2006,14(6):788-791. 被引量:3
  • 6包承钢.非饱和压实土的气相形态即孔隙压力消散问题.第三届土力学及基础工程学术会议论文集[M].杭州,北京:中国建筑工业出版社,1979..
  • 7MILLER C J. Impact of soil type and compaction conditions on soil water characteristic[J]. Journal of Geoteehnical and Geoenvironmental Engineering, ASCE, 2002, 128(9): 733-742.
  • 8VANAPALLI S K, FREDLUND D G, PUFAHL D E. Relationship between soil-water characteristic curves and the as-compacted water content versus soil for a clay till[C]//Proceedings of Ⅺ Pan-American Conference on Soil Mechanics and Foundation Engineering. Brazil: Iguanzu Falls, 1999:991 -998.
  • 9PEREIRA J H F, FREDLUND D G. Volume change behavior of collapsible compacted gneiss soil[J]. Journal of Geotechnical and Geoenvironmental Engineering. ASCE, 2000, 126(10): 907-916.
  • 10KAWAI K, KARUBE D, KATO S. The model of water retention curve considering effects of void ratio[C]// RAHARDJO H, TOLL D G, LEONG E C. Unsaturated Soils for Asia. Rotterdam: Balkema, 2000: 329-334.

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