• Bulletin of the Chinese Ceramic Society
  • Vol. 42, Issue 2, 674 (2023)
XU Tianchi, ZHANG Haonan, JIA Cangqin*, and WANG Guihe
Author Affiliations
  • [in Chinese]
  • show less
    DOI: Cite this Article
    XU Tianchi, ZHANG Haonan, JIA Cangqin, WANG Guihe. Experimental Study on Disintegration Properties of Microbially Induced Calcite Precipitation Modified Loess[J]. Bulletin of the Chinese Ceramic Society, 2023, 42(2): 674 Copy Citation Text show less
    References

    [1] LIU X J, PAN C F, YU J, et al. Study on micro-characteristics of microbe-induced calcium carbonate solidified loess[J]. Crystals, 2021, 11(12): 1492.

    [11] FENG S J, DU F L, SHI Z M, et al. Field study on the reinforcement of collapsible loess using dynamic compaction[J]. Engineering Geology, 2015, 185: 105-115.

    [12] WU W B, YANG Z J, LIU X, et al. Horizontal dynamic response of pile in unsaturated soil considering its construction disturbance effect[J]. Ocean Engineering, 2022, 245: 110483.

    [17] DYSON G J, RANDOLPH M F. Monotonic lateral loading of piles in calcareous sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(4): 346-352.

    [24] WHIFFIN V S, VAN PAASSEN L A, HARKES M P. Microbial carbonate precipitation as a soil improvement technique[J]. Geomicrobiology Journal, 2007, 24(5): 417-423.

    [25] HARKES M P, VAN PAASSEN L A, BOOSTER J L, et al. Fixation and distribution of bacterial activity in sand to induce carbonate precipitation for ground reinforcement[J]. Ecological Engineering, 2010, 36(2): 112-117.

    [27] ZHANG H N, JIA C Q, WANG G H, et al. Physical-mechanical properties of microbially induced calcite precipitation-treated loess and treatment mechanism[J]. Journal of Mountain Science, 2022, 19(10): 2952-2967.

    [28] LIANG S H, XIAO X L, FANG C X, et al. Experimental study on the mechanical properties and disintegration resistance of microbially solidified granite residual soil[J]. Crystals, 2022, 12(2): 132.

    [29] LI X, WANG L, YAN Y L, et al. Experimental study on the disintegration of loess in the Loess Plateau of China[J]. Bulletin of Engineering Geology and the Environment, 2019, 78(7): 4907-4918.

    [33] ZHAO Q, LI L, LI C, et al. Factors affecting improvement of engineering properties of MICP-treated soil catalyzed by bacteria and urease[J]. Journal of Materials in Civil Engineering, 2014, 26(12): 04014094.

    [34] SON Y, MIN J, JANG I, et al. Development of a novel compressed tablet-based bacterial agent for self-healing cementitious material[J]. Cement and Concrete Composites, 2022, 129: 104514.

    [35] ZHENG T W, SU Y L, ZHANG X, et al. Effect and mechanism of encapsulation-based spores on self-healing concrete at different curing ages[J]. ACS Applied Materials & Interfaces, 2020, 12(47): 52415-52432.

    [38] BISHOP A. The principle of effective stress[J]. Teknisk Ukeblad, 1959, 39: 859-863.

    XU Tianchi, ZHANG Haonan, JIA Cangqin, WANG Guihe. Experimental Study on Disintegration Properties of Microbially Induced Calcite Precipitation Modified Loess[J]. Bulletin of the Chinese Ceramic Society, 2023, 42(2): 674
    Download Citation