Experimental study on contact angle and pore characteristics of compacted loess

被引:0
|
作者
Yanlin Jing
Zhiquan Zhang
Wei Tian
Xin Wen
Jianwei Liu
机构
[1] Chang’an University,School of Civil Engineering
[2] Beijing Urban Construction Design & Development Group Co.,undefined
[3] Ltd.,undefined
来源
关键词
Compacted loess; Contact angle; Impermeable material; Pore distribution; Wetting;
D O I
暂无
中图分类号
学科分类号
摘要
To further understand the permeation and pore distribution properties of compacted soil, the contact angle measurements and mercury intrusion porosimetry under different compaction conditions were performed. Experimental results show that the wettability of the compacted loess decreased slightly, but it was not significantly changed when the number of poundings increased from 10 to 75. The contact angle had a significantly linear positive correlation with the dry density and the volume of micropores, whereas it had a linear negative correlation with the total pore volume per unit mass and the volumes of macropores and mesopores. The distribution of different pore sizes varied depending on the compaction process. The macropore volume of the compacted loess samples decreased sharply when the number of poundings increased and almost became zero after 30–40 poundings. The mesopore volume decreased consistently until it reached a steady state. In contrast, the small pore volume increased firstly, reaching the peak value at the 30th–40th pounding, and then decreased until it reached a steady state. Finally, the micropore volume increased slightly at the beginning and then decreased slightly, with a peak value comparable to that of the small pores. During the compaction process of these samples, large deformations occurred when the number of poundings was less than 30–40, and the deformation was mainly caused by the reduction of macropores and mesopores. Relatively small deformations occurred when the number of poundings was greater than 30–40, and the deformation was mainly caused by the reduction of small pores.
引用
收藏
相关论文
共 50 条
  • [41] Study on post-construction deformation characteristics of thick compacted loess site
    Yang Y.
    Fan W.
    Xu Z.
    Zhang H.
    Zhao Z.
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2023, 56 (06): : 117 - 125
  • [42] Shear strength and meso-pore characteristic of saturated compacted loess
    Ma, Jinlian
    Zhong, Xiumei
    Wang, Ping
    Ye, Shuaihua
    Liu, Fuqiang
    Xu, Xiaowei
    OPEN GEOSCIENCES, 2022, 14 (01) : 1393 - 1408
  • [43] Effect of Repeated Wetting-Drying-Freezing-Thawing Cycles on the Mechanic Properties and Pore Characteristics of Compacted Loess
    Wang, Fei
    Li, Guoyu
    Ma, Wei
    Mu, Yanhu
    Zhou, Zhiwei
    Zhang, Jun
    Chen, Dun
    Zhao, Jinshuai
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [44] Study on head-cut erosion characteristics of compacted loess check dams
    Shan Y.
    Chen S.
    Zhong Q.
    Wang L.
    Yang M.
    Lu H.
    Chen X.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2023, 42 (09): : 2315 - 2328
  • [45] Experimental study on characteristics of the collapsibility of Ili loess
    Zhang, A. J.
    Xing, Y. C.
    Hu, X. L.
    Guo, M. X.
    Zhang, B.
    UNSATURATED SOIL MECHANICS-FROM THEORY TO PRACTICE, 2016, : 117 - 126
  • [46] Experimental Study of the Subsidence Characteristics of Clayey Loess
    Li Lan and Wang Lanmin Lanzhou Institute of Seismology
    Earthquake Research in China, 2007, (04) : 420 - 427
  • [47] Experimental study of shear creep characteristics of loess
    Wang, Songhe
    Luo, Yasheng
    Dong, Xiaohong
    Fu, Zhongyuan
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (SUPPL. 1): : 3088 - 3092
  • [48] EXPERIMENTAL-STUDY ON SWELLING CHARACTERISTICS OF COMPACTED BENTONITE
    KOMINE, H
    OGATA, N
    CANADIAN GEOTECHNICAL JOURNAL, 1994, 31 (04) : 478 - 490
  • [49] Experimental Study on the Saturated Compacted Loess Permeability under K0 Consolidation
    Hao, Yan-zhou
    Wang, Tie-hang
    Jin, Xin
    Cheng, Lei
    Li, Jiang-le
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [50] EXPERIMENTAL STUDY OF THE EFFECT OF A COMPACTED LIME-TREATED LOESS ON ITS HYDRAULIC CONDUCTIVITY
    Liu, Pan
    Zhang, Xuejiao
    Yang, Xueqiang
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2021, 58 (01) : 78 - 84