Effect of contact angle hysteresis on measuring matric suction in unsaturated sandy soil

被引:0
|
作者
Zhang, Chuan [1 ,2 ,3 ]
Li, Haoxun [3 ]
Li, Bo [3 ]
Zhang, Yukai [2 ]
Yang, Song [4 ]
Li, Xiaoshun [1 ]
Fan, Huiping [1 ]
Zheng, Honggang [2 ]
机构
[1] China Univ Min & Technol, Res Ctr Transit Dev & Rural Revitalizat Resource b, Xuzhou, Peoples R China
[2] Yunnan Agr Univ, Coll Hydraul Engn, Kunming, Peoples R China
[3] Minist Nat Resources Observ Land Use Yunnan Mt Bas, Kunming, Peoples R China
[4] Beibu Gulf Univ, Coll Civil Engn & Architecture, Qinzhou, Peoples R China
关键词
Unsaturated soil; matric suction; soil-water characteristic curve (SWCC); contact angle hysteresis; sandy soil; CAPILLARY BRIDGES; WATER REPELLENCY; LIQUID BRIDGE; MODEL; RETENTION; EVAPORATION; SPHERES; SURFACE; TIME;
D O I
10.1080/19475705.2023.2232677
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The contact angle plays an important role in matric suction of unsaturated soils, but few studies consider the effect of contact angle hysteresis on matric suction. In this paper, taking sandy soil as an example, the influence of contact angle hysteresis on the suction of unsaturated soil matric is studied by soil particle model calculation and experimental method. The results show under the same water content condition, the smaller the contact angle is, the larger the matric suction is and the phenomenon of water repellency appears. Under the low water content of unsaturated soil, when the contact angle is less than 90 & DEG;, it will also produce water repulsion phenomenon, which is different from the hydrophilic characteristics of the contact angle is less than 90 & DEG; in the capillary law. When the water content is the same, with the increase of contact angle, matric suction will decrease. With the increase of water content, matric suction is not affected by soil contact angle. In the process of dehumidification, the apparent contact angle of the sandy soil with the same water content less than receding contact Angle; there is a difference in matric suction between continuous measurement method and discontinuous measurement method, and continuous measurement' matric suction greater than discontinuous measurement' matric suction. This study provides some theoretical basis and reference for the study of matric suction of unsaturated soil.
引用
收藏
页数:18
相关论文
共 50 条
  • [21] Effect of Matric Suction and Density on Yield Stress, Compression Index and Collapse Potential of Unsaturated Granite Soil
    Mehrdad Kholghifard
    Kamarudin Ahmad
    KSCE Journal of Civil Engineering, 2021, 25 : 2847 - 2854
  • [22] The Interaction Effect of Particle Composition and Matric Suction on the Shear Strength Parameters of Unsaturated Granite Residual Soil
    Di Wu
    Hailiang Liu
    Changming Wang
    Xin Xu
    Xiaoyang Liu
    Qingyu Wang
    Arabian Journal for Science and Engineering, 2022, 47 : 12453 - 12467
  • [23] Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data
    Augusto Filho, Oswaldo
    Fernandes, Mariana Alher
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 78 (06) : 4167 - 4185
  • [24] Study of soil-water charactiristics and matric suction measurement device for unsaturated silty soil
    Wang Gui-yao
    Li Bin
    Luo Jun
    Fu Hong-yuan
    ROCK AND SOIL MECHANICS, 2010, 31 (11) : 3678 - 3682
  • [25] EFFECT OF MATRIC SUCTION ON STRENGTH CHARACTERISTICS OF UNDISTURBED UNSATURATED SILTY CLAY
    Chen, Huie
    Guo, Haotian
    Yuan, Xiaoqing
    Jiang, Yaling
    Sun, Chao
    FRESENIUS ENVIRONMENTAL BULLETIN, 2019, 28 (12): : 9327 - 9338
  • [26] Change of shear strength due to surface tension and matric suction of pore water in unsaturated sandy soils
    Shimada, K
    Fujii, H
    Nishimura, S
    Nishiyama, T
    Morii, T
    UNSATURATED SOILS FOR ASIA, 2000, : 147 - 152
  • [27] Safety Factor of Unsaturated Soil Slopes considering the Intermediate Principal Stress Effect and Different Profiles of Matric Suction
    Li, Zhaoxin
    Zhang, Changguang
    Zhao, Jingyuan
    Yan, Qing
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2021, 2021
  • [28] Rainfall-induced landslides by deficit field matric suction in unsaturated soil slopes
    Kim, Junghwan
    Kim, Yongmin
    Jeong, Sangseom
    Hong, Moonhyun
    ENVIRONMENTAL EARTH SCIENCES, 2017, 76 (23)
  • [29] Rainfall-induced landslides by deficit field matric suction in unsaturated soil slopes
    Junghwan Kim
    Yongmin Kim
    Sangseom Jeong
    Moonhyun Hong
    Environmental Earth Sciences, 2017, 76
  • [30] Variation of collapse potential and stiffness degradation with matric suction of compacted unsaturated cohesive soil
    Pandya, Saloni
    Sachan, Ajanta
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2020, 14 (01) : 35 - 48