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Investigation of Nonwoven Geotextiles for Full Contact Flexible Mould Used in Preparation of MICP-treated Geomaterial

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International Journal of Geosynthetics and Ground Engineering Aims and scope Submit manuscript

Abstract

This study is concerned with needle-punched, nonwoven geotextile materials that have been used to develop full contact flexible moulds (FCFM) to treat soil specimens through microbial calcite precipitation (MICP) process by immersing method. MICP was induced through bacteria-urea reactions. The objective of this study was to figure out how different geotextiles influence the preparation of MICP-treated specimens. Five types of geotextiles were selected to prepare FCFM used for MICP treatment in this study. There is one singeing geotextile with the sintered side during these five geotextiles. Unconfined compression tests, four-point bending tests, and direct shear tests were conducted on MICP-treated specimens prepared by different geotextiles. The experimental results indicated that the mechanical properties of MICP-treated soil specimen prepared in FCFM made by G2 geotextile and G3 geotextile were similar. The unconfined compressive strength of the MICP-treated specimen reached 1.12 MPa (G2) and 0.90 MPa (G3), and MICP-treated specimens prepared by singeing geotextile had better performance than original geotextiles.

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References

  1. DeJong JT, Fritzges MB, Nüsslein K (2006) Microbially induced cementation to control sand response to undrained shear. J Geotech Geoenviron Eng 132:1381–1392. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1381)

    Article  Google Scholar 

  2. Whiffin VS, van Paassen LA, Harkes MP (2007) Microbial carbonate precipitation as a soil improvement technique. Geomicrobiol J 24:417–423. https://doi.org/10.1080/01490450701436505

    Article  Google Scholar 

  3. DeJong JT, Mortensen BM, Martinez BC, Nelson DC (2010) Bio-mediated soil improvement. Ecol Eng 36:197–210. https://doi.org/10.1016/j.ecoleng.2008.12.029

    Article  Google Scholar 

  4. Van Paassen LA, Daza CM, Staal M, Sorokin DY, van der Zon W, van Loosdrecht MC (2010) Potential soil reinforcement by biological denitrification. Ecol Eng 36:168–175. https://doi.org/10.1016/j.ecoleng.2009.03.026

    Article  Google Scholar 

  5. Al Qabany A, Soga K, Santamarina C (2011) Factors affecting efficiency of microbially induced calcite precipitation. J Geotech Geoenviron Eng 138:992–1001. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000666

    Article  Google Scholar 

  6. Chou C-W, Seagren EA, Aydilek AH, Lai M (2011) Biocalcification of sand through ureolysis. J Geotech Geoenviron Eng 137:1179–1189. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000532

    Article  Google Scholar 

  7. Burbank M, Weaver T, Lewis R, Williams T, Williams B, Crawford R (2012) Geotechnical tests of sands following bioinduced calcite precipitation catalyzed by indigenous bacteria. J Geotech Geoenviron Eng 139:928–936. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000781

    Article  Google Scholar 

  8. Martinez B, DeJong J, Ginn T, Montoya B, Barkouki T, Hunt C, Tanyu B, Major D (2013) Experimental optimization of microbial-induced carbonate precipitation for soil improvement. J Geotech Geoenviron Eng 139:587–598. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000787

    Article  Google Scholar 

  9. Zhao Q, Li L, Li C, Li M, Amini F, Zhang H (2014) Factors affecting improvement of engineering properties of MICP-treated soil catalyzed by bacteria and urease. J Mater Civ Eng 26:04014094. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001013

    Article  Google Scholar 

  10. Li C, Yao D, Liu S, Zhou T, Bai S, Gao Y, Li L (2018) Improvement of geomechanical properties of bio-remediated Aeolian sand. Geomicrobiol J. https://doi.org/10.1080/01490451.2017.1338798

    Article  Google Scholar 

  11. Bu C, Wen K, Liu S, Ogbonnaya U, Dong Q, Li L, Amini F (2018) Development of a rigid full-contact mould for preparing biobeams through microbial-induced calcite precipitation. Geotech Test J. 1:1. https://doi.org/10.1520/GTJ20170148

    Article  Google Scholar 

  12. Wen K, Bu C, Liu S, Li Y, Li L (2018) Experimental investigation of flexure resistance performance of bio-beams reinforced with discrete randomly distributed fiber and bamboo. Constr Build Mater 176:241–249. https://doi.org/10.1016/j.conbuildmat.2018.05.032

    Article  Google Scholar 

  13. Hammes F, Boon N, de Villiers J, Verstraete W, Siciliano SD (2003) Strain-specific ureolytic microbial calcium carbonate precipitation. Appl Environ Microbiol 69(8):4901–4909. https://doi.org/10.1128/AEM.69.8.4901-4909.2003

    Article  Google Scholar 

  14. Liu S, Wen K, Armwood C, Bu C, Li C, Amini F, Li L (2019) Enhancement of MICP-treated sandy soils against environmental deterioration. J Mater Civ Eng 31(12):04019294. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002959

    Article  Google Scholar 

  15. Wani KS, Mir BA (2019) Effect of biological cementation on the mechanical behaviour of dredged soils with emphasis on micro-structural analysis. Int J Geosynth Ground Eng 5(4):32. https://doi.org/10.1007/s40891-019-0183-9

    Article  Google Scholar 

  16. Zhao Q, Li L, Li C, Zhang H, Amini F (2014) A full contact flexible mould for preparing specimen based on microbial-induced calcite precipitation technology. Geotech Test J 37:917–921. https://doi.org/10.1520/GTJ20130090

    Article  Google Scholar 

  17. Bu C, Wen K, Liu S et al (2018) Development of bio-cemented constructional materials through microbial induced calcite precipitation[J]. Mater Struct 51(1):30. https://doi.org/10.1617/s11527-018-1157-4

    Article  Google Scholar 

  18. Ramachandran SK, Ramakrishnan V, Bang SS (2001) Remediation of concrete using microorganisms. ACI Mater J 98(1):3–9

    Google Scholar 

  19. ASTM D2166, D2166M-13 (2013) Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken, PA. https://doi.org/10.1520/D2166_D2166M-13

    Article  Google Scholar 

  20. ASTM D6272–17 (2017) Standard test method for flexural properties of unreinforced and reinforced plastics and electrical insulating materials by four-point bending. ASTM International, West Conshohocken, PA. https://doi.org/10.1520/D6272-17

    Article  Google Scholar 

  21. ASTM D 3080, D3080-11 (2011) Standard test method for direct shear test of soils under consolidation drained conditions. ASTM International, West Conshohocken, PA. https://doi.org/10.1520/D3080_D3080M-11

    Article  Google Scholar 

  22. Rebata-Landa V (2007) Microbial activity in sediments: effects on soil behavior. Georgia Institute of Technology. https://hdl.handle.net/1853/19720

  23. Dassanayake DT, Oumeraci HOCINE (2012) Engineering properties of geotextile sand containers and their effect on hydraulic stability and damage development of low-crested/submerged structures. Int J Ocean Clim Syst 3(3):135–150. https://doi.org/10.1260/1759-3131.3.3.135

    Article  Google Scholar 

  24. Fatt I (1956) The network model of porous media

  25. Komori T, Makishima K (1979) Geometrical expressions of spaces in anisotropic fiber assemblies. Text Res J 49:550–555. https://doi.org/10.1177/004051757904900912

    Article  Google Scholar 

  26. Muthukumaran AE, Ilamparuthi K (2006) Laboratory studies on geotextile filters as used in geotextile tube dewatering. Geotext Geomembr 24(4):210–219. https://doi.org/10.1016/j.geotexmem.2006.03.002

    Article  Google Scholar 

  27. ISO 10318-1:2015 Geosynthetics: Part 1: terms and definitions. International Organization for Standardization, Geneva

  28. e Silva RA, Negri RG, de Mattos Vidal D (2019) A new image-based technique for measuring pore size distribution of nonwoven geotextiles. Geosynth Int. https://doi.org/10.1680/jgein.19.00005

    Article  Google Scholar 

Download references

Acknowledgements

This paper is based upon work supported by the National Science Foundation Grant Nos. 1900151, 1924241 and GSI Fellowship grant for the academic year 2019–2020.

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National Science Foundation Grant Nos. 1900151, 1924241 and GSI Fellowship grant for the academic year 2019–2020.

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Correspondence to Lin Li.

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Liu, S., Wen, K., Amini, F. et al. Investigation of Nonwoven Geotextiles for Full Contact Flexible Mould Used in Preparation of MICP-treated Geomaterial. Int. J. of Geosynth. and Ground Eng. 6, 14 (2020). https://doi.org/10.1007/s40891-020-00197-z

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