Pore Changes in Purple Mudstone Based on the Analysis of Dry-Wet Cycles Using Nuclear Magnetic Resonance

被引:6
|
作者
Dang, Chen [1 ,2 ,3 ]
Sui, Zhili [4 ]
Yang, Xiuyuan [5 ,6 ]
Ge, Zhenlong [1 ,2 ,3 ]
机构
[1] China Coal Technol & Engn Grp, Xian 710054, Peoples R China
[2] Shaanxi Prov Key Lab Geol Support Coal Green Expl, Xian, Shaanxi, Peoples R China
[3] Minist Land & Resources, Key Lab Coal Resources Explorat & Comprehens Util, Xian, Shaanxi, Peoples R China
[4] Beijing City Univ, Urban Construct Sch, Beijing, Peoples R China
[5] China Univ Min & Technol, Sch Resources & Geosci, Xuzhou 221116, Jiangsu, Peoples R China
[6] China Geol Survey, Ctr Hydrogeol & Environm Geol, Baoding 071051, Hebei, Peoples R China
基金
中国国家自然科学基金;
关键词
MECHANICAL-PROPERTIES; FREEZE-THAW; SANDSTONE; STRENGTH; POROSITY; NMR;
D O I
10.1155/2022/5578401
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
The study on the change of rock pore structure during the weathering of purple mudstone is of guiding significance to the stability of the bank slope of the three gorges reservoir. In this paper, the pore changes in the wet and dry circulation of purple mudstone in the three gorges reservoir area are studied by means of nuclear magnetic resonance (NMR). The results show that the simulated weathering of wet and dry circulation has a great influence on the purple mudstone. With an increase in the number of dry-wet cycles, the purple mudstone pore volume ratio significantly changed. Originally, it consisted of a small pore structure with a single pore diameter of 0.01-0.1 mu m and changed to a variety of pore structures with various pore diameters of 0.001-100 mu m. With the increase in the number of dry-wet cycles, the micropores (0.001-0.1 mu m) were transformed into macropores (0.1-1 mu m). The area of the second peak of the three samples (large pores 0.1-1 mu m) increased from 0.9413, 0.9974, and 0.6779 to 0.9871, 1.1498, and 0.9901, respectively.
引用
收藏
页数:13
相关论文
共 50 条
  • [21] Analysis of Changes in the Micromorphology of Sandstone Joint Surface under Dry-Wet Cycling
    Fang, Jingcheng
    Deng, Huafeng
    Qi, Yu
    Xiao, Yao
    Zhang, Hengbin
    Li, Jianlin
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2019, 2019
  • [22] Strength properties and pore-size distribution of earthen archaeological site under dry-wet cycles of capillary water
    Ren Ke-bin
    Wang Bo
    Li Xin-ming
    Yin Song
    ROCK AND SOIL MECHANICS, 2019, 40 (03) : 962 - 970
  • [23] Swelling Characteristics and Microscopical Analysis of Expansive Soil Under Dry-wet Cycles in Acid Environment
    Chang J.
    Yang H.-P.
    Xiao J.
    Liu X.
    Mao R.
    Chen G.-Y.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2019, 32 (03): : 34 - 43
  • [24] Stability analysis of gravity anchor foundation of layered argillaceous sandstone under dry-wet cycles
    ZHENG Jing-cheng
    CHEN Wei
    ZHENG Ke-ren
    GU Yu-peng
    WANG Fei
    HUANG Zhen
    LI Yun
    JournalofMountainScience, 2023, 20 (04) : 1118 - 1130
  • [25] Durability Analysis of Industrial Waste Stabilized Sludge Subjected to Dry-Wet Cycles and Sulfate Erosion
    Shi, Fangzhen
    Wang, Qiang
    Wu, Liuyan
    Yang, Chenglong
    Yang, Liu
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2025, 50 (03) : 1615 - 1631
  • [26] Stability analysis of gravity anchor foundation of layered argillaceous sandstone under dry-wet cycles
    Jing-cheng Zheng
    Wei Chen
    Ke-ren Zheng
    Yu-peng Gu
    Fei Wang
    Zhen Huang
    Yun Li
    Journal of Mountain Science, 2023, 20 : 1118 - 1130
  • [27] Stability analysis of gravity anchor foundation of layered argillaceous sandstone under dry-wet cycles
    Zheng, Jing-cheng
    Chen, Wei
    Zheng, Ke-ren
    Gu, Yu-peng
    Wang, Fei
    Huang, Zhen
    Li, Yun
    JOURNAL OF MOUNTAIN SCIENCE, 2023, 20 (04) : 1118 - 1130
  • [28] Dynamic properties of alkali residue-based foamed concrete under dry-wet cycles
    Li, Mengyao
    Zhang, Yuhao
    Liu, Songyu
    Wu, Kai
    Wang, Zhengcheng
    Zhang, Xiang
    JOURNAL OF BUILDING ENGINEERING, 2024, 98
  • [29] A meso-damage-based constitutive model for yellow sandstone under dry-wet cycles
    Qin, Zhe
    Zhang, Runchang
    Mao, Weizheng
    Han, Jihuan
    Li, Zhiwen
    Zhang, Sunhao
    DEEP UNDERGROUND SCIENCE AND ENGINEERING, 2024, 3 (04) : 497 - 507
  • [30] Deformation and strength degradation mechanism of weathered mudstone soil during dry-wet process based on a developed DEM approach
    Zhang, H.
    Zhao, E. P.
    Che, D. L.
    GEOSHANGHAI 2024 INTERNATIONAL CONFERENCE, VOL 1, 2024, 1330