A study on the evolution of microstructure of soil-rock mixtures based on the electrochemical conductive paths model under different rock and moisture content conditions

被引:0
|
作者
Tian, Guanglin [1 ,2 ,3 ]
Deng, Hongwei [1 ,3 ]
Zhao, Bokun [1 ,3 ]
Liu, Taoying [1 ]
Jiang, Zhen [4 ]
Yu, Songtao [5 ]
机构
[1] Cent South Univ, Sch Resources & Safety Engn, Changsha, Peoples R China
[2] Univ Padua, Dept Civil Environm & Architectural Engn, Padua, Italy
[3] Cent South Univ, Min Engn Technol Res Ctr High Altitude Cold Reg, Changsha, Peoples R China
[4] Southeast Univ, Inst Geotech Engn, Nanjing, Peoples R China
[5] Jiangxi Univ Sci & Technol, Sch Emergency Management, Ganzhou, Peoples R China
基金
中国国家自然科学基金;
关键词
Soil-rock mixture; moisture content; rock content; electrochemical impedance spectroscopy; equivalent circuit model; EQUIVALENT-CIRCUIT MODEL; IMPEDANCE SPECTROSCOPY; DETERIORATION; STRENGTH; BEHAVIOR;
D O I
10.1080/10298436.2024.2371451
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To further improve the understanding of the evolution law of the microstructure of SRM in road engineering under moisture and rock content, the electrochemical impedance spectroscopy test under different moisture and rock conditions was carried out. This paper proposed an electrochemical model of different conductive paths based on different cementation states. The impact of rock and moisture content on the characteristic parameters of the conductive path model was analyzed. The results indicated the impedance spectrum curves became more pronounced with the continuous decrease in moisture content and increase in rock content. There was a well-defined exponential relationship between total impedance and both moisture and rock content. The total impedance decreased continuously with increasing moisture content and increased with increasing rock content. The characteristic parameters had practical significance in representing the microscopic structure. The moisture content primarily influenced the variation trends of the representation parameters by altering the channel width, length, and quantity of the continuous pore water solution pathways and the discontinuous rock-soil bonded bodies. The rock content affected the changes by compressing the external and internal pore water solution and soil particles, altering the compression and support between the continuous pore water solution pathways and the block rock framework.
引用
收藏
页数:12
相关论文
共 47 条
  • [31] Model Test Study on Response of Weathered Rock Slope to Rainfall Infiltration under Different Conditions
    Li, Cong
    Zhang, Rongtang
    Zhu, Jiebing
    Lu, Bo
    Wang, Xiaowei
    Xu, Fangling
    Shen, Xiaoke
    Liu, Jiesheng
    Cai, Weizhen
    JOURNAL OF EARTH SCIENCE, 2024, 35 (04) : 1316 - 1333
  • [32] Model Test Study on Response of Weathered Rock Slope to Rainfall Infiltration under Different Conditions
    Cong Li
    Rongtang Zhang
    Jiebing Zhu
    Bo Lu
    Xiaowei Wang
    Fangling Xu
    Xiaoke Shen
    Jiesheng Liu
    Weizhen Cai
    JournalofEarthScience, 2024, 35 (04) : 1316 - 1333
  • [33] Nitrogen Uptake and Utilization by No-Tillage Rice under Different Soil Moisture Conditions - A Model Study under Simulated Soil Conditions
    Yang, Cailing
    Xu, Shihong
    Liu, Lilong
    Huang, Min
    Zheng, Tuying
    Wei, Shanqing
    Zhang, Yu
    Deng, Guofu
    Jiang, Ligeng
    PLANT PRODUCTION SCIENCE, 2015, 18 (02) : 118 - 127
  • [34] Fluid-solid coupled model for the internal erosion of gap-graded soil-rock mixtures with different fines contents: Its verification and application
    Cao, Zhilin
    Sun, Weichen
    Xie, Qiang
    Wu, Zhihui
    Fu, Xiang
    Fumagalli, Alessio
    Tian, Dalang
    Liang, Li
    HYDROLOGICAL PROCESSES, 2022, 36 (09)
  • [35] Influence analysis and relationship evolution between construction parameters and ground settlements induced by shield tunneling under soil-rock mixed-face conditions
    Guo, Shuangfeng
    Wang, Bikai
    Zhang, Peng
    Wang, Shengnian
    Guo, Zihao
    Hou, Xinyu
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 134
  • [36] Study on Bingham fractional damage model of backfill material under different moisture content conditions
    Wang, Junguang
    Yang, Song
    Qi, Yanming
    Cong, Yiran
    PLOS ONE, 2024, 19 (01):
  • [37] Experimental Study on Macroscopic Mechanical Characteristics and Microscopic Pore Structure Evolution of Soil-Rock Mixture under Repeated Freeze-Thaw Cycles
    Deng, Hongwei
    Zhao, Bokun
    Xiao, Yigai
    Tian, Guanglin
    APPLIED SCIENCES-BASEL, 2023, 13 (20):
  • [38] Investigations on mechanical responses of frozen soil-rock mixture under cyclic loading: experiments and binary-medium-based multiscale constitutive model
    Wang, Dan
    Liu, Enlong
    Yu, Qihao
    Yang, Chengsong
    Yang, Yunming
    Song, Bingtang
    Kang, Jian
    Chen, Ling
    Wei, Haotian
    Li, Qiong
    ACTA GEOTECHNICA, 2025, 20 (01) : 231 - 263
  • [39] A Study on Seismic Dynamic Response of Pile-Supported Tunnels in Deep Backfill Area of Soil-Rock Mixture Based on a Model Test
    Li, Hanlin
    Jin, Xiaoguang
    Sun, Guodong
    He, Jie
    BUILDINGS, 2024, 14 (03)
  • [40] Model for estimating soil moisture content based on ultrasound velocity under dry-wet alternating conditions
    Li J.
    Pan L.
    Pan C.
    Xu Y.
    Lu H.
    Li Z.
    Lu, Huazhong (huazlu@scau.edu.cn), 1600, Chinese Society of Agricultural Engineering (36): : 114 - 119