Preliminary study on microbially modified expansive soil of embankment |
Jiang, Weichang
(Institute of Geotechnical Engineering, Central South University of Forestry and Technology)
Zhang, Chunshun (Department of Civil Engineering, Monash University) Xiao, Hongbin (Institute of Geotechnical Engineering, Central South University of Forestry and Technology) Luo, Shenping (Institute of Geotechnical Engineering, Central South University of Forestry and Technology) Li, Zixiang (Institute of Geotechnical Engineering, Central South University of Forestry and Technology) Li, Xiaobing (Institute of Geotechnical Engineering, Central South University of Forestry and Technology) |
1 | Abbey, S.J., Olubanwo, A.O., Ngambi, S., Eyo, E.U. and Adeleke, B. (2019), "Effect of organic matter on swell and undrained shear strength of treated soils", J. Civ. Construct. Environ. Eng., 4, 48-58. https://doi.org/10.11648/j.jccee.20190402.12. DOI |
2 | Abdullah, W.S. and Al-Abadi, A.M. (2010), "Cationic-electrokinetic improvement of an expansive soil", Appl. Clay Sci., 47, 343-350. https://doi.org/10.1016/j.clay.2009.11.046. DOI |
3 | Abbey, S.J., Eyo, E.U., Oti, J., Amakye, S.Y. and Ngambi, S. (2020), "Mechanical properties and microstructure of fibre-reinforced clay blended with by-product Ccmentitious materials", Geosciences, 10(6), 241. https://doi.org/10.3390/geosciences10060241. DOI |
4 | Achal, V., Pan, X. and Zhang, D. (2011), "Remediation of copper-contaminated soil by kocuria flava CR1, based on microbially induced calcite precipitation", Ecol. Eng., 37(10), 1601-1605. https://doi.org/10.1016/j.ecoleng.2011.06.008. DOI |
5 | Akcin, H. (2021), "A gis-based building risk assessment for the subsidence due to undercity coal mining activities in zonguldak, turkey", Arab. J. Geosci., 14(5), 1-13. https://doi.org/10.1007/s12517-021-06702-6. DOI |
6 | Botusharova, S., Gardner, D. and Harbottle, M. (2020), "Augmenting microbially induced carbonate precipitation of soil with the capability to self-heal", J. Geotech. Geoenviron. Eng., 146(4), 04020010. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002214. DOI |
7 | Shang, Y.D. and Geng, B.Y. (2010), "Experimental study on properties of HTAB modified expansive soil", J. Civ. Eng., 43(9), 138-143 (in Chinese). https://doi.org/10.15951/j.tmgcxb.2010.09.018. DOI |
8 | Li, X., Zhang, C., Xiao, H., Jiang, W., Qian, J. and Li, Z. (2021), "Reducing compressibility of the expansive soil by microbiological-induced calcium carbonate precipitation", Adv. Civ. Eng. https://doi.org/10.1155/2021/8818771. DOI |
9 | Liu, S.H., Du, K., Wen, K.J., Huang, W., Amini, F. and Li, L. (2019), "Sandy soil improvement through microbially induced calcite precipitation (MICP) by immersion", J. Visual. Exper., (151), e60059. https://doi.org/10.3791/60059. DOI |
10 | Rao, A. and Rao, M. (2010), "Behavior of expansive soils under stabilised fly ash cushions during cyclic wetting and drying", Int. J. Geotech. Eng., 4(1), 111-118. http://doi.org/10.3328/IJGE.2010.04.01.111-118. DOI |
11 | Osinubi, K.J., Eberemu, A.O., Ijimdiya, Ijimdiya, T.S., Yakubu, S.E., Gadzama, E.W., Sani, J.E. and Yohanna, P. (2020), "Review of the use of microorganisms in geotechnical engineering applications", Appl. Sci., 2(2), 1-19. https://doi.org/10.1007/s42452-020-1974-2. DOI |
12 | Cheng, L., Cord-Ruwisch, R. and Shahin, M.A. (2012), "Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation", Can. Geotech. J., 50(1), 81-90. https://doi.org/10.1139/cgj-2012-0023. DOI |
13 | Dejong, J.T., Fritzges, M.B. and Nusslein, K. (2006), "Microbial induced cementation to control sand response to undrain shear", J. Geotech. Geoenviron. Eng., 132(11), 1381-1392. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1381). DOI |
14 | Li, L., Wen, K., Li, C. and Amini, F. (2017), "FIB/SEM imaging of microbial induced calcite precipitation in sandy soil", Microsc. Microanal., 23(S1), 310-311. https://doi.org/10.1017/S1431927617002239. DOI |
15 | Im, J., Tran, A.T.P., Chang, I. and Cho, G.C. (2017), "Dynamic properties of gel-type biopolymer-treated sands evaluated by resonant column (RC) tests", Geomech. Eng., 12(5), 815-830. https://doi.org/10.12989/gae.2017.12.5.815. DOI |
16 | Abbey, S.J., Eyo, E.U., Okeke, C.A. and Ngambi, S. (2021), "Experimental study on the use of RoadCem blended with byproduct cementitious materials for stabilisation of clay soils", Construct. Build. Mater., 280, 122476. https://doi.org/10.1016/j.conbuildmat.2021.122476. DOI |
17 | Puppala, A.J., Manosuthikij, T. and Chittoori, B.C.S. (2013), "Swell and shrinkage characterisations of unsaturated expansive clays from Texas", Eng. Geol., 164, 187-194. https://doi.org/10.1016/j.enggeo.2013.07.001. DOI |
18 | Qureshi, M., Chang, I. and Al-Sadarani, K. (2017), "Strength and durability characteristics of biopolymer-treated desert sand", Geomech. Eng., 12(5), 785-801. https://doi.org/10.12989/gae.2017.12.5.785. DOI |
19 | Salifu, E., Maclachlan, E., Iyer, K.R., Knapp, C.W. and Tarantino, A. (2015), "Application of microbially induced calcite precipitation in erosion mitigation and stabilisation of sandy soil foreshore slopes: A preliminary investigation", Eng. Geol., 201(4), 96-105. https://doi.org/10.1016/j.enggeo.2015.12.027. DOI |
20 | Saride, S., Puppala, A.J. and Chikyala, S.R. (2013), "Swell-shrink and strength behaviors of lime and cement stabilised expansive organic clays", Appl. Clay Sci., 85, 39-45. https://doi.org/10.1016/j.clay.2013.09.008. DOI |
21 | Shi, B.X., Chen, S.S., Han, H.Q. and Zheng C.F. (2014), "Expansive soil crack depth under cumulative damage", Sci. World J., 2014(12), 498-437. https://doi.org/10.1155/2014/498437. DOI |
22 | Lu, Y. and Liu, S.H. (2017), "Cracking in an expansive soil under freeze-thaw cycles", Sci. Cold Arid Reg., 9(4), 392-397. https://doi.org/10.3724/SP.J.1226.2017.00392. |
23 | Liang, J.M., Guo, Z.Y., Deng, l.J. and Liu, Y. (2015), "Mature fine tailings consolidation through microbial induced calcium carbonate precipitation", Can. J. Civ. Eng., 42, 975-978. https://doi.org/10.1139/cjce-2015-0069. DOI |
24 | Peng, Y., Wen, Z.L., Liu, Z.M., Sun, Y.C., Feng, Q.P. and He, J. (2019), "Experimental study on strengthening organic clay with calcium carbonate deposition induced by microorganisms", Chin. J. Geotech. Eng., 41(04), 733-740 (in Chinese). https://doi.org/10.11779/CJGE201904017. |
25 | Dawoud, O., Chen, C.Y. and Soga, K., (2014), "Microbial induced calcite precipitation for geotechnical and environmental applications", Proceedings of New Frontiers in Geotechnical Engineering, Shanghai, China, May. |
26 | Do, J., Montoya, B.M. and Gabr, M.A. (2019), "Debonding of microbially induced carbonate precipitation-stabilized sand by shearing and erosion", Geomech. Eng., 17(5), 429-438. https://doi.org/10.12989/gae.2019.17.5.429. DOI |
27 | Feng, K. and Montoya, B.M. (2017), "Quantifying level of microbial-induced cementation for cyclically loaded sand", J. Geotech. Geoenviron. Eng., 143(6), 1-4. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001682. DOI |
28 | Imran, M.A., Nakashima, K., Evelpidou, N. and Satoru K. (2019), "Factors affecting the urease activity of native ureolytic bacteria isolated from coastal areas", Geomech. Eng., 17(5), 421-427. https://doi.org/10.12989/gae.2019.17.5.421. DOI |
29 | Kwon, Y.M., Chang, I., Lee, M. and Cho, G.C. (2019), "Geotechnical engineering behavior of biopolymer-treated soft marine soil", Geomech. Eng., 17(5), 453-464. https://doi.org/10.12989/gae.2019.17.5.453. DOI |
30 | Nelson, J.D. and Miller, D.J. (1992) Expansive Soils, Wiley, New York, U.S.A. |
31 | Liu, S., Wen, K., Armwood, C., Bu, C., Li, C., Amini, F. and 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. DOI |
32 | Liu, B., Zhu, C., Tang, C.S., Xie, Y.H., Yin, L.Y., Cheng, Q. and Shi, B. (2020), "Bio-remediation of desiccation cracking in clayey soils through microbially induced calcite precipitation (MICP)", Eng. Geol., 264, 105389. https://doi.org/10.1016/j.enggeo.2019.105389. DOI |
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