• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

不同初始孔隙比土体进气值及土-水特征曲线预测

陶高梁, 孔令伟

陶高梁, 孔令伟. 不同初始孔隙比土体进气值及土-水特征曲线预测[J]. 岩土工程学报, 2018, 40(S1): 34-38. DOI: 10.11779/CJGE2018S1006
引用本文: 陶高梁, 孔令伟. 不同初始孔隙比土体进气值及土-水特征曲线预测[J]. 岩土工程学报, 2018, 40(S1): 34-38. DOI: 10.11779/CJGE2018S1006
TAO Gao-liang, KONG Ling-wei. Prediction of air-entry value and soil-water characteristic curve of soils with different initial void ratios[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 34-38. DOI: 10.11779/CJGE2018S1006
Citation: TAO Gao-liang, KONG Ling-wei. Prediction of air-entry value and soil-water characteristic curve of soils with different initial void ratios[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 34-38. DOI: 10.11779/CJGE2018S1006

不同初始孔隙比土体进气值及土-水特征曲线预测  English Version

基金项目: 湖北省教育厅科研计划项目(D20161405)
详细信息
    作者简介:

    陶高梁(1979- ),男,副教授,主要从事土力学教学和科研工作。E-mail:tgl1979@126.com。

  • 中图分类号: TU43

Prediction of air-entry value and soil-water characteristic curve of soils with different initial void ratios

  • 摘要: 建立不同初始孔隙比条件下土-水特征曲线预测方法是进行非饱和土水-力耦合研究的基础,因而具有重要的研究意义。为此,以分形理论为基础建立了不同初始孔隙比下进气值预测方法,分析了不同初始孔隙比条件下分维数近似不变的规律,在此基础之上,利用土-水特征曲线分形模型给出了不同初始孔隙条件的土-水特征曲线预测方法,试验结果表明提出的预测方法较为合理。
    Abstract: The prediction method for soil-water characteristic curve under different initial void ratios is the foundation of the study on hydro-mechanical coupling of unsaturated soils, so it is of important research significance. For this purpose, the prediction method for air-entry value of soils with different initial void ratios is established based on the fractal theory. The fractal dimension of different initial void ratios is studied and discovered to be approximately the same rule. On this basis, the prediction method for soil-water characteristic curve of soils with different initial ratios is established by using the fractal model. The experimental results show that the proposed prediction method is reasonable.
  • [1] 张雪东, 赵成刚, 刘艳, 等. 变形对土水特征曲线影响规律模拟研究[J]. 土木工程学报, 2011, 44(7): 119-125.
    (ZHANG Xue-dong, ZHAO Cheng-gang, LIU Yan, et al.Modeling study of the relationship between deformation and water retention curve[J]. China Civil Engineering Journal, 2011, 44(7): 119-125. (in Chinese))
    [2] ZHOU A N, SHENG D C, CARTER J P.Modelling the effect of initial density on soil-water characteristic curves[J]. Géotechnique, 2012, 62(8): 669-680.
    [3] 张昭, 刘奉银, 赵旭光, 等. 考虑应力引起孔隙比变化的土水特征曲线模型[J]. 水利学报, 2013, 44(5): 578-585.
    (ZHANG Zhao, LIU Feng-yin, ZHAO Xu-guang, et al.A soil water characteristic curve model considering void ratio variation with stress[J]. Journal of Hydraulic Engineering, 2013, 44(5): 578-585. (in Chinese))
    [4] 陶高梁, 张季如, 庄心善, 等. 压缩变形影响下的土-水特征曲线及其简化表征方法[J]. 水利学报, 2014, 45(10): 1239-1245.
    (TAO Gao-liang, ZHANG Ji-ru, ZHUANG Xin-shan, et al.Influence of compression deformation on the soil-water characteristic curve and its simplified representation method[J]. Journal of Hydraulic Engineering, 2014, 45(10): 1239-1245. (in Chinese))
    [5] 谢和平. 岩土介质的分形孔隙和分形粒子[J]. 力学进展, 1993, 23(2): 145-164.
    (XIE He-ping.Fractal pores and fractal particles of rock and soil materials[J]. Advances In Mechanics, 1993, 23(2): 145-164. (in Chinese))
    [6] TAO G L, ZHANG J R.Two categories of fractal models of rock and soil expressing volume and size-distribution of pores and grains[J]. Chinese Science Bulletin, 2009, 54: 4458-4467.
    [7] 徐永福, 董平. 非饱和土的水分特征曲线的分形模型[J]. 岩土力学, 2002, 23(4): 400–405.
    (XU Yong-fu, DONG Ping.Fractal models for the soil-water characteristics of unsaturated soils[J]. Rock and Soil Mechanics, 2002, 23(4): 400-405. (in Chinese))
    [8] 陶高梁, 孔令伟, 肖衡林, 等. 土-水特征曲线的分形特性及其分析拟合[J]. 岩土力学, 2014, 35(9): 2443-2447.
    (TAO Gao-liang, KONG Ling-wei, XIAO Heng-lin, et al.Fractal characteristics and fitting analysis of soil-water characteristic curves[J]. Rock and Soil Mechanics, 2014, 35(9): 2443-2447. (in Chinese))
    [9] 孙德安, 孟德林, 孙文静, 等. 两种膨润土的土-水特征曲线[J]. 岩土力学, 2011, 32(4): 973-978.
    (SUN De-an, MENG De-lin, SUN Wen-jing, et al.Soil-water characteristic curves of two bentonites[J]. Rock and Soil Mechanics, 2011, 32(4): 973-978. (in Chinese))
    [10] ZHANG J, TAO G L, HUANG L, et al.Porosity models for determining the pore-size distribution of rocks and soils and their applications[J]. Chinese Science Bulletin, 2010, 55(34): 3960-3970.
    [11] FREDLUND D G, XING An-qing.Equations for the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31: 521-532.
  • 期刊类型引用(8)

    1. 冯德銮,黎森宇,梁仕华. 水泥固化滨海软土动力特性研究进展与评述. 广东工业大学学报. 2024(02): 23-36 . 百度学术
    2. 王喆恺,谭慧明,陶小三. 应力路径对盐城粉质黏土动剪切模量影响试验研究. 中国港湾建设. 2024(08): 44-49+73 . 百度学术
    3. 苟乐宇,李飒,张先伟. 菌丝–砂复合轻质土的静力强度特性研究. 岩石力学与工程学报. 2024(10): 2590-2598 . 百度学术
    4. 杨海华,刘亮,刘汉龙,高鹏展,陈育民. 高聚物胶凝戈壁土的动模量及阻尼比试验研究. 振动与冲击. 2023(03): 12-20 . 百度学术
    5. 何俊,张驰,管家贤,吕晓龙. 碱渣固化疏浚淤泥的动变形特性研究. 岩石力学与工程学报. 2023(S1): 3712-3721 . 百度学术
    6. 郭鹏斐,侯天顺,刘茜,骆亚生. 直剪试验方法对轻量土抗剪强度的影响规律研究. 水利水电技术(中英文). 2023(04): 161-170 . 百度学术
    7. 杨凯旋,侯天顺,王琪,骆亚生. 剪切速率对EPS颗粒混合轻量土抗剪强度的影响规律研究. 水资源与水工程学报. 2022(05): 200-207 . 百度学术
    8. 侯天顺,郭鹏斐,杨凯旋,王琪,骆亚生. 发泡颗粒混合轻量土静止土压力特性及计算方法研究. 岩土工程学报. 2022(12): 2234-2244 . 本站查看

    其他类型引用(17)

计量
  • 文章访问数:  467
  • HTML全文浏览量:  9
  • PDF下载量:  210
  • 被引次数: 25
出版历程
  • 收稿日期:  2017-06-10
  • 发布日期:  2018-08-24

目录

    /

    返回文章
    返回