journal article·2024-07Open access

Study on improvement of impermeability of strongly weathered phyllite by microorganisms

Pengfei Liu, Jing Bi, Fei Gan, Xiaojuan Yang

Abstract

The technology of strengthening weakness rock based on microbial mineralization has been widely concerned by researchers and engineers in recent years. The uniaxial compressive strength, permeability and microscopic physical properties of strongly weathered phyllite treated by microorganisms were investigated in this study. The microstructure study were conducted using nuclear magnetic resonance (NMR), scanning electron microscope (SEM) and X-ray diffraction (XRD). The results show that effective cementation is generated in weathered phyllite due to the microbial induced carbonate precipitation in the process of microbial modified weathering of phyllite, which can increase the strength up to 39 % of treated phyllite. The NMR results proved that the stone content can significantly affects the pore distribution of improved phyllite samples. The porosity is significantly reduced after adding microorganisms for improvement, the permeability changes from 0.019 to 0.022 md with different treatments in this study. A high stone content can promote the adhesion of microorganisms, which is conducive to the formation of calcium carbonate. Both excessively high or low levels of calcium chloride and urea can significantly affect on microbial and enzyme activities. The XRD results confirm the calcite which generated by the microbe-induced carbonate precipitation. Although the calcite content is low but with a wide distribution range, which can effectively decrease the porosity and permeability. That is to say, the wide distribution of calcite can improve the strength of weathered phyllite.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Microbial Applications in Construction Materials · Grouting, Rheology, and Soil Mechanics · Calcium Carbonate Crystallization and Inhibition

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (34)

Show source-provided references
1. T.S. Valera, A.P. Ribeiro, F.R. Valenzuela-Díaz, A. Yoshiga, W. Ormanji, S.M. Toffoll, The effect of phyllite as a filler for PVC plastisols San Francisco, in: Proceedings of the 60th Annual 379 Technical Conference of the Society of Plastics Engineers, USA, 2002, pp. 3949–3953.
2. Road performance of ordinary Portland cement improvement of strongly weathered phyllite filler
3. Phyllite clay–cement composites having improved engineering properties and material applications.10.1016/j.clay.2015.06.006 ↗
4. Effectiveness of lime and cement in controlling the expansion of clay
5. Environmental aspects of waste utilization in construction10.1061/(ASCE)0733-9372(1984)110:6(1117) ↗
6. Microstructural development in cured soil–lime composites10.1007/BF01145514 ↗
7. Effect of Unloading Rate on the Mechanical Behavior and Fracture Characteristics of Sandstones Under Complex Triaxial Stress Conditions10.1007/s00603-021-02515-x ↗
8. A comparative evaluation of cement and lime modification of laterite10.1016/0013-7952(95)00067-4 ↗
9. Influence of soil type on stabilization with cement kiln dust10.1016/S0950-0618(00)00007-6 ↗
10. Stabilization of clayey soils with high calcium fly ash and cement10.1016/j.cemconcomp.2004.02.019 ↗
11. Stabilization of clayey soils with high calcium fly ash and cement10.1016/j.cemconcomp.2004.02.019 ↗
12. Stabilization of a residual soil with rice husk ash and cement10.1016/j.conbuildmat.2004.08.001 ↗
13. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman10.1016/j.buildenv.2004.08.028 ↗
14. Stabilization of expansive soils for use in construction10.1016/j.clay.2010.12.027 ↗
15. Grout injection of masonry, scientific approach and modeling. Int. J
16. Assessment of phase formation in lime-based mortars with added metakaolin, Portland cement and sepiolite, for grouting of historic masonry10.1016/j.cemconres.2009.08.028 ↗
17. Production of calcite (calcium carbonate) crystals by soil bacteria is a general phenomenon10.1038/246527a0 ↗
18. A performance study of high-strength microbial mortar produced by low pressure grouting for the reinforcement of deteriorated masonry structures10.1016/j.conbuildmat.2012.12.055 ↗
19. Crack coalescence behavior of rock-like specimens containing two circular embedded flaws10.2113/2022/9498148 ↗
20. Effects of the cooling treatment on the dynamic behavior of ordinary concrete exposed to high temperatures10.1016/j.conbuildmat.2020.118688 ↗
21. Analysis of the microscopic evolution of rock damage based on real-time nuclear magnetic resonance10.1007/s00603-023-03238-x ↗
22. Conservation of ornamental stone by Myxococcus xanthus-induced carbonate biomineralization10.1128/AEM.69.4.2182-2193.2003 ↗
23. Bacterial bio-mediated calcite precipitation for monumental stones conservation: methods of evaluation10.1016/S0167-7012(99)00019-6 ↗
24. S.S. Bang, V. Ramakrishnan. Microbiologically enhanced crack remediation (MECR). (2001) 3–13.
25. V.S. Whiffin, Microbial CaCO3 precipitation for the production of biocement: PhD dissertation, Murdoch University, Western Australia (2004).
26. Measuring anisotropic permeability using a cubic shale sample in a triaxial cell10.1016/j.jngse.2015.05.036 ↗
27. Experimental study of anisotropic gas permeability and its relationship with fracture structure of Longmaxi Shales, Sichuan Basin, China10.1016/j.fuel.2016.04.029 ↗
28. Laboratory study of proppant on shale fracture permeability and compressibility10.1016/j.fuel.2018.02.141 ↗
29. Roles of bacteria and extracellular polymeric substance in calcium carbonate formation: insights from the effects of calcium source and deposition rate on nucleation10.1016/j.bej.2023.109160 ↗
30. Surface structure and morphology of calcium carbonate polymorphs calcite, aragonite, and vaterite: an atomistic approach10.1021/jp973210f ↗
31. Applications of bacterial carbonatogenesis to the protection and regeneration of limestones in buildings and historic patrimony10.1016/S0037-0738(99)00029-9 ↗
32. Microbial concrete: way to enhance the durability of building structures10.1061/(ASCE)MT.1943-5533.0000159 ↗
33. Biotech cementitious materials: some aspects of an innovative approach for concrete with enhanced durability10.1016/j.conbuildmat.2012.09.080 ↗
34. Quantification of crack-healing in novel bacteria-based self-healing concrete10.1016/j.cemconcomp.2011.03.012 ↗