Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (12): 3501-3511.doi: 10.16285/j.rsm.2022.1912

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Microscopic structure and its effects on physical properties of diatomaceous soil

XU Yi-qing1, 2, ZHANG Xian-wei1, WANG Gang1, 2, LIU Xin-yu1, 3, GAO Hao-dong1, 4   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China; 4. School of Urban Construction, Wuhan University of Science and Technology, Wuhan, Hubei 430065, China
  • Received:2022-12-06 Accepted:2023-04-07 Online:2023-12-20 Published:2023-12-21
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42372313).

Abstract: Diatomaceous soil is a kind of natural sedimentary soil that formed in lacustrine or marine environment, mainly composed of clay minerals and diatom remains. The light weight and high porosity of diatom results in a significant difference of physical properties between diatomaceous soil and common clayey soil without diatom, such as low density, high porosity and high water content. These physical properties cannot be predicted by empirical equations of conventional soil mechanics and still need to be explored. This study measured typical physical indices of particle size composition, specific gravity, specific surface area and Atterberg limits of diatom-kaolin mixtures at different diatom contents to enhance systematical comprehension of physical properties of diatomaceous soil. Also, the scanning electron microscope tests were performed to reveal the microscopic mechanism of these physical properties of diatomaceous soil. The results indicate that increasing diatom content causes increases in silt fraction, specific surface area and cation exchange capacity, and a decrease in specific gravity. As the diatom content increases, the Atterberg limits show ascending tendency with pore fluid being NaCl solutions of different concentrations. Despite both the liquid and plastic limits increase, the plasticity index remains almost unchanged. The microscopic investigation suggests that the abovementioned physical properties of diatomaceous soil mainly depend on the large inner cells and high water-retention capacity of diatoms. The tests also show that diatom-kaolin mixtures with diatom content higher than 80% possess low plasticity or nearly non-plastic during the test despite of the high Atterberg limits of pure diatom. This phenomenon means that the Atterberg limits cannot reflect the plasticity of diatomaceous soil, and the current classification methods for fine-grained soils according to Atterberg limits are inappropriate for diatomaceous soil. This study can provide data reference and theoretical support for research on engineering behaviors of diatomaceous soil.

Key words: diatom, diatomaceous soil, physical properties, microstructure, Atterberg limits, plasticity

CLC Number: 

  • TU411.2
[1] ZHI Bin, WEI Yuan-jun, WANG Pan, ZHANG Qian, LIU Cun-li, REN Hui-ming, . Correlation mechanism between macroscopic strength and microstructure of undisturbed loess containing Na2SO4 salt under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2025, 46(S1): 106-120.
[2] DONG Lin, CHEN Qiang, XIA Kun, LI Yan-cang, LI Yan, WANG Xiao-lei. Effects of plasticity on liquefaction and cyclic softening characteristics of fine-grained soils [J]. Rock and Soil Mechanics, 2025, 46(S1): 228-237.
[3] ZHANG Xing-wen, CAO Jing, LEI Shu-yu, LI Yu-hong, CHENG Yun, ZHANG Ning-rui. Effect of fulvic acid environment on the structure and permeability of cement-soil containing humic acid [J]. Rock and Soil Mechanics, 2025, 46(S1): 249-261.
[4] YANG Ming-yun, CHEN Chuan, LAI Ying, CHEN Yun-min. Bearing capacity analysis of piggy-backed anchors under three-dimensional loading in clay [J]. Rock and Soil Mechanics, 2025, 46(2): 582-590.
[5] HE Yuan-yuan, PENG Qi-lan, WANG Li, WANG Shi-mei, NIE Lei, XU Yan, LYU Yan, CHEN Yong, ZHANG Xian-wei. Investigating pore characteristics and permeability of seasonally frozen turfy soil using multiple micro-test methods [J]. Rock and Soil Mechanics, 2025, 46(1): 110-122.
[6] WANG Li-yan, JIANG Fei, ZHUANG Hai-yang, WANG Bing-hui, ZHANG Lei, LI Ming, . Dynamic characteristics and microscopic analysis of rubber-steel slag filler considering the influence of hydration period [J]. Rock and Soil Mechanics, 2024, 45(S1): 53-62.
[7] CHENG Xin, JIANG Wen-hao, HUANG Xiao, LI Shuang, WANG Ying-fu, LI Jiang-shan, . Engineering properties and microstructural evolution of self-hardening vertical barrier materials under the influence of Cr(VI) contaminated solution [J]. Rock and Soil Mechanics, 2024, 45(S1): 225-238.
[8] ZHANG Ke, GUAN Shi-hao, QI Fei-fei, XU Yi, JIN Ke-sheng, . Macromechanical properties and microstructure of sandstone under scouring effect [J]. Rock and Soil Mechanics, 2024, 45(7): 1929-1938.
[9] CHEN Kang, LIU Xian-feng, YUAN Sheng-yang, Ma Jie, CHEN Yi-han, JIANG Guan-lu, . Effect of water content on stiffness degradation and microstructure of red mudstone fill material [J]. Rock and Soil Mechanics, 2024, 45(7): 1976-1986.
[10] FAN Pei-pei, ZHANG Ling-kai, DING Xu-sheng, . Deterioration law of shear and compression characteristics of collapsible loess under dry-wet and freeze-thaw cycles [J]. Rock and Soil Mechanics, 2024, 45(7): 2050-2060.
[11] PAN Wang-sheng, ZHAO Tian-yin, LI Xin, . Priority connectivity model of loess microstructure and its significance for preferential flow [J]. Rock and Soil Mechanics, 2024, 45(6): 1709-1719.
[12] RUI Rui, TIAN Zi-jin, YANG Hai-qing, HUANG Teng, MENG Qing-hui, WANG Jin-yuan, . Static characteristics test of marine soft soil under the influence of temperature effect [J]. Rock and Soil Mechanics, 2024, 45(4): 1112-1120.
[13] MIN Fan-lu, SHEN Zheng, LI Yan-cheng, YUAN Da-jun, CHEN Jian, LI Kai, . Solidification and carbonization experimental study on magnesium oxide in shield waste soil and its carbonization mechanism [J]. Rock and Soil Mechanics, 2024, 45(2): 364-374.
[14] CHEN Kang, LIU Xian-feng, JIANG Guan-lu, YUAN Sheng-yang, MA Jie, CHEN Yi-han, . Effect of water content on dynamic properties of red mudstone fill material [J]. Rock and Soil Mechanics, 2024, 45(12): 3705-3716.
[15] ZHU Chuan-qi, WANG Lei, ZHANG Yu, SHANG Rui-hao, WANG An-cheng. Effect of moisture content on wave velocity and failure characteristics of soft coal [J]. Rock and Soil Mechanics, 2024, 45(11): 3271-3285.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!