• 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

易溶盐含量对伊犁黄土持水特性的影响研究

王毓国, 张爱军, 赵庆玉, 于春亮

王毓国, 张爱军, 赵庆玉, 于春亮. 易溶盐含量对伊犁黄土持水特性的影响研究[J]. 岩土工程学报, 2018, 40(S1): 212-217. DOI: 10.11779/CJGE2018S1034
引用本文: 王毓国, 张爱军, 赵庆玉, 于春亮. 易溶盐含量对伊犁黄土持水特性的影响研究[J]. 岩土工程学报, 2018, 40(S1): 212-217. DOI: 10.11779/CJGE2018S1034
WANG Yu-guo, ZHANG Ai-jun, ZHAO Qing-yu, YU Chun-liang. Effect of soluble salt content on water-holding characteristics of Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 212-217. DOI: 10.11779/CJGE2018S1034
Citation: WANG Yu-guo, ZHANG Ai-jun, ZHAO Qing-yu, YU Chun-liang. Effect of soluble salt content on water-holding characteristics of Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 212-217. DOI: 10.11779/CJGE2018S1034

易溶盐含量对伊犁黄土持水特性的影响研究  English Version

基金项目: 国家自然科学基金项目(51279171); 陕西省水利科技项目(201310)
详细信息
    作者简介:

    王毓国(1993- ),男,硕士研究生,主要从事非饱和黄土试验研究工作。E-mail: eaglew@nwsuaf.edu.cn。

    通讯作者:

    张爱军,E-mail:zaj@nwsuaf.edu.cn

  • 中图分类号: TU444

Effect of soluble salt content on water-holding characteristics of Ili loess

  • 摘要: 新疆伊犁河谷地区黄土与黄土高原黄土有较大的区别,主要表现为成因不同、湿陷性异常强烈、易溶盐含量高。对伊犁黄土工程性质的研究,是黄土力学发展和“一带一路”建设的需要。用离心机法开展了不同易溶盐含量下伊犁黄土的持水特性试验,对比了伊犁黄土和黄土高原黄土持水特性的差异,并对土水特征曲线进行了拟合分析,在Gardner模型的基础上提出了考虑易溶盐含量的土水特征曲线模型。研究结果表明:易溶盐含量对基质吸力有一定的影响;基质吸力的变化主要发生在边界效应区和过渡区;相较与同密度的黄土高原黄土,伊犁黄土在高饱和段持水能力增强,随着饱和度的减少,二者土水特征曲线趋于一致。
    Abstract: The loess in Ili valley region of Xinjiang have great differences from that in Loess Plateau, mainly characterized by different causes, strong collapsibility and high soluble salt content. The researches on the engineering properties of Ili loess are the need for the development of loess mechanics and the building of Belt and Road. The water-holding characteristics of Ili loess under different soluble salt contents are studied by centrifuge modeling. The water-holding characteristics of Ili loess and Loess Plateau are compared, and the soil water characteristic curves are fitted and analyzed. Based on the Gardner model, a soil water characteristic curve model with soluble salt content is proposed. The results indicate that the content of soluble salt has a certain influence on the matrix suction. The change of matrix suction mainly occurs in the boundary effect zone and transition zone. Compared with Loess Plateau loess with the same density, Ili loess has strong water-holding capacity under high saturation, and with the decrease of saturation, the soil water characteristic curve tends to be consistent.
  • [1] 张爱军, 邢义川, 胡新丽, 等. 伊犁黄土强烈自重湿陷性的影响因素分析[J]. 岩土工程学报, 2016, 38(增刊2): 117-122.
    (ZHANG Ai-jun, XING Yi-chuan, HU Xin-li, et al.Influence factors of strong self-weight collapsibility of Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(S2): 177-122. (in Chinese))
    [2] 侯晓坤, 李同录, 谢萧, 等. 甘肃Q3原状黄土的微观结构对其土-水特征曲线的影响[J]. 水力学报, 2016, 47(10): 1307-1314.
    (HOU Xiao-kun, LI Tong-lu, XIE Xiao, et al.Effect of undisturbed Q3 loess’s microstructure on its SWCC[J]. Chinese Journal of Hydraulic Engineering, 2016, 47(10): 1307-1314. (in Chinese))
    [3] 陈存礼, 褚峰, 李雷雷, 等. 侧限压缩条件下非饱和原状黄土的土水特征[J]. 岩石力学与工程学报, 2011, 30(3): 610-615.
    (CHEN Cun-li, CHU Feng, LI Lei-lei, et al.Soil-water characteristics of unsaturated undisturbed loess under confined compression condition[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(3): 610-615. (in Chinese))
    [4] 郭鸿, 陈茜, 陈栋梁, 等. 原状黄土土水特征曲线拟合方法研究[J]. 人民长江, 2016, 47(19): 92-95.
    (GUO Hong, CHEN Xi, CHEN Dong-liang, et al.Study on soil-water characteristics curve fitting for undisturbed loess soil[J]. Yangtze River, 2016, 47(19): 92-95. (in Chinese))
    [5] 王利莉, 党进谦, 杨晓松. 盐渍土土水特征曲线的研究[J]. 工程勘察, 2009(2): 19-23.
    (WANG Li-li, DANG Jin-qian, YANG Xiao-song.The research of soil-water characteristic curves of saline soil[J]. Geotechnical Investigation & Surveying, 2009(2): 19-23. (in Chinese))
    [6] 于沉香, 张虎元, 王志硕, 等. 盐渍土土水特征曲线测试及预测[J]. 水文地质工程地质, 2013, 40(2): 113-118.
    (YU Chen-xiang, ZHANG Hu-yuan, WANG Zhi-shuo, et al.Test and prediction of SWCC of saline soil[J]. Hydrogeology & Engineering Geology, 2013, 40(2): 113-118. (in Chinese))
    [7] 谢定义. 非饱和土土力学[M]. 北京: 高等教育出版社, 2015.
    (XIE Ding-yi.Soil Mechanics for unsaturated soils[M]. Beijing: Higher Education Press, 2015. (in Chinese))
    [8] 曾相滨. 水土特征曲线参数的估算[J]. 天津建设科技, 2015, 25(5): 13-16.
    (ZENG Xiang-bin.Estimation of parameters of soil and water characteristic curve[J]. Tianjin Construction Scinece and Technology, 2015, 25(5): 13-16. (in Chinese))
    [9] 谷琪, 王家鼎, 仝云莉, 等. 滤纸法测非饱和黄土土水特征曲线试验及拟合研究[J]. 土壤通报, 2016, 47(3): 588-593.
    (GU Qi, WANG Jia-ding, TONG Yun-li, et al.Soil water characteristic curve test and simulation of unsaturated loessbased on filter paper method[J]. Chinese Journal of Soil Science, 2016, 47(3): 588-593. (in Chinese))
    [10] D·G弗雷德隆德, H·拉哈尔佐. 非饱和土土力学[M]. 北京: 中国建筑工业出版社, 1997.
    (FREDLUND D G., RAHARDJO H.Soil mechanics for unsaturated soils[M]. Beijing: China Architecture & Building Press, 1997. (in Chinese))
  • 期刊类型引用(12)

    1. 王鹏,王海,孙利琴,应本林,程熙洋,李永辉. 应力作用下黄泛区粉土的孔隙特征研究. 四川建筑科学研究. 2025(02): 60-69 . 百度学术
    2. 武亚军,岳皓凡,臧学轲,张旭东,章长松,吴金红. 不同黏粒含量土的固结和重金属吸附解吸特性. 长江科学院院报. 2025(05): 88-96 . 百度学术
    3. 李珊,李培勇. 硅酸钾溶液对黏性土体微观结构的影响研究. 广东建材. 2024(01): 9-13 . 百度学术
    4. 王静,胡金虎,杨亚源,周邦龙,任帅. 分级循环荷载下粉土动力特性研究. 水利与建筑工程学报. 2024(06): 166-171 . 百度学术
    5. 曹胜飞,刘月妙,谢敬礼,张奇,杨明桃,高玉峰. 高放废物处置缓冲材料砌块抗压强度特性试验研究. 世界核地质科学. 2023(01): 58-67 . 百度学术
    6. 刘猛,许晨曦,孟凡会,高静静,白赟,宋琳琳. 粉土颗粒分析试验影响因素分析. 济南大学学报(自然科学版). 2023(04): 493-498 . 百度学术
    7. 沈吴钦,吴昌将,张军,毛良根,仲栋宇. 深基坑模型试验中相似土配比及其微观表征研究. 人民长江. 2023(09): 236-244 . 百度学术
    8. 张岩,樊亮,王林,侯佳林,谷传庆. 黏粒含量对粉土抗压强度的影响. 路基工程. 2022(01): 44-48 . 百度学术
    9. 谌文武,贾博博,覃一伦,贾全全. 融雪入渗下含硫酸盐遗址土的冻融劣化特征. 兰州大学学报(自然科学版). 2022(04): 521-527 . 百度学术
    10. 尹振华,张建明,张虎,王宏磊. 融化压缩下水泥改良冻土的微观孔隙特征演变. 水文地质工程地质. 2021(02): 97-105 . 百度学术
    11. 付佳佳,王炼,尤苏南,王旭东. 黏-砂混合土压缩特性与微观结构特征关系研究. 长江科学院院报. 2021(05): 115-122 . 百度学术
    12. 何建新,糟凯龙,杨海华. 塔里木河胡杨实现自我恢复的新方法探索. 水电能源科学. 2021(07): 33-37 . 百度学术

    其他类型引用(19)

计量
  • 文章访问数:  199
  • HTML全文浏览量:  5
  • PDF下载量:  115
  • 被引次数: 31
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