期刊文献+

土水特征曲线的一个滞回模型 被引量:6

A hysteresis model for soil-water characteristic curves
下载PDF
导出
摘要 分析土水特征曲线滞回模型在非饱和土计算,尤其在非饱和土干湿循环过程计算中的作用.介绍Li的滞回模型并指出该模型存在扫描曲线易于出界的不足.基于Li建模的思路,建立一种新的预测模型,并对其进行修正.修正后的模型可以解决Li滞回模型中存在的问题.通过与试验结果比较,发现该修正模型得出的扫描曲线与试验点吻合较好. This paper describes the role of the hysteresis model in generating soil-water characteristic curves in the calculation of unsaturated soil mechanics,particularly in calculation during the wet and dry cycle of unsaturated soils.In this paper,Li's hysteresis model is introduced,and its shortcomings are pointed out.Based on Li's model,a new prediction model was developed and modified.The modified model can be used to overcome the shortcomings of Li's model.Through comparison with experimental results,it was found that the scanning curve obtained by the modified model was in good agreement with the experimental data.
出处 《河海大学学报(自然科学版)》 CAS CSCD 北大核心 2012年第2期186-190,共5页 Journal of Hohai University(Natural Sciences)
关键词 土水特征曲线 滞后模型 非饱和土 soil-water characteristic curve hysteresis model unsaturated soils
  • 相关文献

参考文献1

二级参考文献22

  • 1PHAM H Q, FREDLUND D G BARBOUR S L. A study of hysteresis models for soil-water characteristic curves[J]. Can Geotech J, 2005, 42(6): 1548 - 1568.
  • 2LIKOS W J, LU N. Hysteresis of capillary stress in unsaturated granular soil[J]. J Eng Mech, 2004, 130(6): 646 - 655.
  • 3ALONSO E E, GENS A, JOSA A. The constitutive model for partially saturated soils[J]. Geotechnique, 1990, 40(3): 405 - 430.
  • 4WHEELER S J, SHARMA R S, BUSSION M S R. Coupling of hydraulic hysteresis and stress-strain behavior in unsaturated soils[J]. Geotechnique, 2003, 53(1): 41 - 54.
  • 5GALLIPOLI D, WHEELER S J, KARSTUNE M. Modeling the variation of degree of saturation in a deformable unsaturated soils[J]. Geotechnique, 2003, 53(1): 105 - 112.
  • 6GALLIPOLI D, GENS A, SHARMA R, et al. An elastoplastic models for unsaturated soils incorporating the effects of suction and degree of saturation on mechanical behavior[J].Geotechnique, 2003, 53(1): 123 - 135.
  • 7LI X S. Modelling of hysteresis response for arbitrary wetting/drying paths[J]. Computers and Geotechnics, 2005, 32:133 - 137.
  • 8WEI C F, DEWOOLKAR M M. Formulation of capillary with internal state variables[J]. Water Resour Res, 2006, 42: W07405.
  • 9SCOTT P S, FARQUHAR G J, KOUWEN N. Hysteretic effects on net infiltration[C]. Advance in Infiltration. American Society of Agricultural Engineers Publication, 11 - 83, 163 - 170.
  • 10NIMMO J R. Semi-empirical model of soil water hysteresis[J]. Soil Sci Soc Am J, 1992, 56:1723 - 1730.

共引文献25

同被引文献130

引证文献6

二级引证文献20

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部