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
  • [1] Effect of contact angle on matric suction of unsaturated soil
    Yang Song
    Gong Ai-min
    Wu Jun-hua
    Lu Ting-hao
    ROCK AND SOIL MECHANICS, 2015, 36 (03) : 674 - 678
  • [2] THE EFFECT OF MATRIC SUCTION ON THE SHEAR STRENGTH OF UNSATURATED SANDY CLAY
    Pujiastuti, Heni
    Rifa'i, Ahmad
    Adi, Agus Darmawan
    Fathani, Teuku Faisal
    INTERNATIONAL JOURNAL OF GEOMATE, 2018, 14 (42): : 112 - 119
  • [3] The measurement of matric suction in slopes of unsaturated soil
    Wang, Z
    Gong, BW
    Bao, CG
    UNSATURATED SOILS FOR ASIA, 2000, : 843 - 846
  • [4] Contributions of matric suction to strength of unsaturated soil
    Geng, H.-H. (ghh0624@163.com), 1600, Chinese Society of Civil Engineering (34):
  • [5] Relationship between the matric suction and the shear strength in unsaturated soil
    Abd, Idris A.
    Fattah, Mohammed Y.
    Mekkiyah, Haidar
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2020, 13 (13)
  • [6] Prediction of matric suction of unsaturated soil based on electrical resistivity
    Zha Fu-sheng
    Liu Song-yu
    Du Yan-jun
    Cui Ke-rui
    ROCK AND SOIL MECHANICS, 2010, 31 (03) : 1003 - 1008
  • [7] Analysis of the Influences of Matric Suction of Unsaturated Soil on the Slope Stability
    Wang, Li
    Liu, Cuiran
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 3186 - 3189
  • [8] The experimental study of the influence of the matric suction on the unsaturated soil strength
    Liu, CuiRan
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV, 2014, 580-583 : 514 - 517
  • [9] Effect of matric suction and initial static loading on dynamic behaviour of unsaturated cohesive soil
    Pandya, Saloni
    Sachan, Ajanta
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2018, 12 (05) : 438 - 448
  • [10] The effect of soil type on matric suction and stability of unsaturated slope under uniform rainfall
    Khalid Mahmood
    Jin Man Kim
    Muhammad Ashraf
    KSCE Journal of Civil Engineering, 2016, 20 : 1294 - 1299