首页|基于孔径分布函数的单/双峰持水曲线模型

基于孔径分布函数的单/双峰持水曲线模型

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非饱和土持水曲线是研究非饱和土强度、渗透性以及本构理论的基础.目前大多数非饱和持水曲线模型主要针对单峰持水曲线,而对于双峰持水曲线的模型研究相对较少.本文通过分析单/双峰孔隙结构土体的孔径分布特征,利用Young-Laplace方程建立土体吸力和孔径之间的关系,再采用对数正态分布函数来描述土体单/双峰孔径分布特征.在此基础上进一步提出了一个适用于模拟单/双峰持水曲线的模型,模型中各参数均具有明确物理意义.最后选取文献中不同类型土的持水实验数据对本模型进行验证,结果表明,新模型能较好地模拟不同类型土的单/双峰持水曲线.
Unimodal/bimodal soil-water retention curve based on pore size distribution function
The unsaturated soil water retention curve is the basis for studying the strength,permeability,and constitutive theory of unsaturated soil.Currently,most models for unsaturated soil-water retention curves(SWRC)are aimed at single-peaked SWRC,and there is relatively little research on double-peaked SWRC models.In this paper,by analyzing the pore size distribution characteristics of single/double-peaked pore structure soils and using the relationship between soil suction and pore size established by the Young-Laplace equation,the lognormal distribution function is used to describe the pore size distribution characteristics of single/double-peaked soils.A model whose parameters with a clear physical meaning is further proposed to simulate single/double-peaked SWRC.Finally,water retention test data from different types of soils in the literature were selected to verify the model,and the results showed that the model can simulate single/double-peaked SWRC of different types of soils well.

unsaturated soilsingle/double-peakedsoil-water retention curvepore size distribution

傅宇晨、高游、李泽

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宁波大学土木工程与地理环境学院,浙江宁波 315211

非饱和土 单/双峰 持水曲线 孔径分布

国家自然科学基金浙江省新苗人才计划项目

422723122022R405B076

2024

宁波大学学报(理工版)
宁波大学

宁波大学学报(理工版)

CSTPCD
影响因子:0.354
ISSN:1001-5132
年,卷(期):2024.37(2)
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