宁波大学学报(理工版)2024,Vol.37Issue(2) :72-77.DOI:10.20098/j.cnki.1001-5132.2023.0308

基于孔径分布函数的单/双峰持水曲线模型

Unimodal/bimodal soil-water retention curve based on pore size distribution function

傅宇晨 高游 李泽
宁波大学学报(理工版)2024,Vol.37Issue(2) :72-77.DOI:10.20098/j.cnki.1001-5132.2023.0308

基于孔径分布函数的单/双峰持水曲线模型

Unimodal/bimodal soil-water retention curve based on pore size distribution function

傅宇晨 1高游 1李泽1
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作者信息

  • 1. 宁波大学土木工程与地理环境学院,浙江宁波 315211
  • 折叠

摘要

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.

Abstract

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.

关键词

非饱和土/单/双峰/持水曲线/孔径分布

Key words

unsaturated soil/single/double-peaked/soil-water retention curve/pore size distribution

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基金项目

国家自然科学基金(42272312)

浙江省新苗人才计划项目(2022R405B076)

出版年

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
参考文献量27
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