Technical Papers
Jul 31, 2020

Evaluation of the Anti-Erosion Characteristics of an MICP Coating on the Surface of Tabia

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 10

Abstract

Most tabia sites exhibit accelerated decay rates caused by weathering. Weathering damage generally proceeds from the surface to the interior; thus, protecting the surface of tabia sites is an effective method to resist weathering. In this study, the microbially induced carbonate precipitation (MICP) technique is used to form an anti-erosion layer on the surface of tabia. Next, the applicability of MICP for tabia surface erosion control is examined in the laboratory via the static contact angle test, capillary water absorption test, Karsten tube test, durability test, acid resistance test, water vapor permeability (WVP) test, and color change test. Moreover, the effect of the concentration of bacteria and cementation reagent on the surface erosion control is analyzed. The test results show that MICP can significantly improve the water resistance of a soil sample by changing the microstructure of the surface. Higher concentrations of bacteria and cementation reagent allow the sediment layer to provide better protection; however, this effect is not linear. The concentration threshold reduces the positive effect of the bacterial concentration on the water resistance of the soil surface. The MICP protection layer offers favorable durability with little negative impact on the air permeability and color of the sample. The use of an MICP protection layer can effectively relieve the surface erosion of earthen sites.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Nos. 51478197 and 51774147) and Natural Science Foundation of Fujian Province (No. 2019J01048).

References

Achal, V., and A. Mukherjee. 2015. “A review of microbial precipitation for sustainable construction.” Constr. Build. Mater. 93 (Sep): 1224–1235. https://doi.org/10.1016/j.conbuildmat.2015.04.051.
Allinson, D., and M. Hall. 2010. “Hygrothermal analysis of a stabilised rammed earth test building in the UK.” Energy Build. 42 (6): 845–852. https://doi.org/10.1016/j.enbuild.2009.12.005.
Arrigoni, A., A. Grillet, R. Pelosato, G. Dotelli, C. Beckett, M. Woloszyn, and D. Ciancio. 2017. “Reduction of rammed earth’s hygroscopic performance under stabilisation: An experimental investigation.” Build. Environ. 115 (Apr): 358–367. https://doi.org/10.1016/j.buildenv.2017.01.034.
ASTM. 2005. Standard test methods for water vapor transmission of materials. ASTM E96M. West Conshohocken, PA: ASTM.
ASTM. 2008. Standard practice for laboratory preparation of soil-lime mixtures using mechanical mixer. ASTM D3551. West Conshohocken, PA: ASTM.
ASTM. 2009. Standard test methods for laboratory compaction characteristics of soil using modified effort. ASTM D1557. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test methods for wetting and drying compacted soil-cement mixtures. ASTM D559/D559M. West Conshohocken, PA: ASTM.
Cheng, L., T. Kobayashi, and M. Shahin. 2020. “Microbially induced calcite precipitation for production of ‘bio-bricks’ treated at partial saturation condition.” Constr. Build. Mater. 231 (Jan): 117095. https://doi.org/10.1016/j.conbuildmat.2019.117095.
Cheng, L., M. Shahin, and R. Cord. 2014. “Bio-cementation of sandy soil using microbially induced carbonate precipitation (MICP) for marine environments.” Géotechnique 64 (12): 1010–1013. https://doi.org/10.1680/geot.14.T.025.
DeJong, J. T., K. Soga, E. Kavazanjian, S. Burns, L. A. Van Paassen, A. Al Qabany, A. Aydilek, S. S. Bang, M. Burbank, and L. F. Caslake. 2013. “Biogeochemical processes and geotechnical applications: Progress, opportunities and challenges.” Géotechnique 63 (4): 287–301. https://doi.org/10.1680/geot.SIP13.P.017.
Hamdan, N., and E. Kavazanjian. 2016. “Enzyme-induced carbonate mineral precipitation for fugitive dust control.” Géotechnique 66 (7): 546–555. https://doi.org/10.1680/jgeot.15.P.168.
Jiang, N., and K. Soga. 2016. “The applicability of microbially induced calcite precipitation (MICP) for internal erosion control in gravel-sand mixtures.” Géotechnique 67 (1): 42–55. https://doi.org/10.1680/jgeot.15.P.182.
Jiang, N., K. Soga, and M. Kuo. 2017. “Microbial induced carbonate precipitation for seepage-induced internal erosion control in sand-clay mixtures.” J. Geotech. Geoenviron. Eng. 143 (3): 04016100. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001559.
Kapridaki, C., and P. Maravelaki-Kalaitzaki. 2013. “TiO2-SiO2-PDMS nano-composite hydrophobic coating with self-cleaning properties for marble protection.” Prog. Org. Coat. 76 (2–3): 400–410. https://doi.org/10.1016/j.porgcoat.2012.10.006.
Koch, K., B. Bhushanb, and W. Barthlott. 2008. “Diversity of structure, morphology and wetting of plant surfaces.” Soft Matter 4 (10): 1943–1963. https://doi.org/10.1039/b804854a.
Li, M., L. Li, U. Ogbonnaya, K. Wen, A. Tian, and F. Amini. 2016. “Influence of fiber addition on mechanical properties of MICP-treated sand.” J. Mater. Civ. Eng. 28 (4): 04015166. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001442.
Morel, J., Q. Bui, and E. Hamard. 2012. “Weathering and durability of earthen materials and structures.” In Modern earth buildings, materials, engineering, construction and applications, 282–303. Sawston, UK: Woodhead.
Muynck, W. D., S. Leuridan, D. K. Loo, K. Verbeken, V. Cnudde, N. D. Belie, and W. Verstraete. 2011. “Influence of pore structure on the effectiveness of a biogenic carbonate surface treatment for limestone conservation.” Appl. Environ. Microbiol. 77 (19): 6808–6820. https://doi.org/10.1128/AEM.00219-11.
Muynck, W. D., K. Verbeken, N. D. Belie, and W. Verstraete. 2009. “Influence of urea and calcium dosage on the effectiveness of bacterially induced carbonate precipitation on limestone.” Ecol. Eng. 36 (2): 99–111. https://doi.org/10.1016/j.ecoleng.2009.03.025.
National Standard of the People’s Republic of China. 2009. Standard for test methods of long-term performance and durability of ordinary concrete. GB/T50082-2009. Beijing: China Architecture and Building Press.
Pacheco, T. F., and S. Jalali. 2012. “Earth construction: Lessons from the past for future eco-efficient construction.” Constr. Build. Mater. 29 (Apr): 512–519. https://doi.org/10.1016/j.conbuildmat.2011.10.054.
Pinho, L., and M. J. Mosquera. 2011. “Titania-Silica nanocomposite photocatylysts with application in stone self-cleaning.” J. Phys. Chem. C 115 (46): 22851–22862. https://doi.org/10.1021/jp2074623.
Qian, C., J. Wang, R. Wang, and L. Cheng. 2009. “Corrosion protection of cement-based building materials by surface deposition of CaCO3 by Bacillus pasteurii.” Mater. Sci. Eng., C. 29 (4): 1361–1364. https://doi.org/10.1016/j.msec.2008.10.025.
Song, Y., and G. Zhong. 1976. Tian Gong Kai Wu. Guanzhou, China: Guangdong Renmin Press.
Soudani, L., A. Fabbri, J. Morel, M. Woloszyn, P. Chabriac, H. Wong, and A. Grillet. 2016. “Assessment of the validity of some common assumptions in hygrothermal modeling of earth based materials.” Energy Build. 116 (Mar): 498–511. https://doi.org/10.1016/j.enbuild.2016.01.025.
Soudani, L., M. Woloszyn, A. Fabbri, J. Morel, and A. Grillet. 2017. “Energy evaluation of rammed earth walls using long term in-situ measurements.” Sol. Energy 141 (Jan): 70–80. https://doi.org/10.1016/j.solener.2016.11.002.
Sranislawski, D. 2011. “Structural responses and finite element modeling of Hakka Tulou rammed earth structures.” Master’s thesis, Dept. of Civil Engineering, West Virginia Univ.
Stazi, F., A. Nacci, F. Tittarelli, E. Pasqualini, and P. Munafò. 2016. “An experimental study on earth plasters for earthen building protection: The effects of different admixtures and surface treatments.” J. Cult. Heritage 17 (Jan): 27–41. https://doi.org/10.1016/j.culher.2015.07.009.
Wang X., J. Tao, R. Bao, T. Tran, and S. T. Kulesza. 2018. “Surficial soil stabilization against water-induced erosion using polymer-modified microbially induced carbonate precipitation.” J. Mater. Civ. Eng. 30 (10): 04018267. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002490.
Xiao, P., H. Liu, Y. Xiao, A. W. Stuedlein, and T. M. Evans. 2018. “Liquefaction resistance of bio-cemented calcareous sand.” Soil Dyn. Earthquake Eng. 107 (Apr): 9–19. https://doi.org/10.1016/j.soildyn.2018.01.008.
Yang, R., E. Lemarchand, T. Chong, and A. Azouni. 2015. “A micromechanics model for partial freezing in porous media.” Int. J. Solids Struct. 75 (Dec): 109–121. https://doi.org/10.1016/j.ijsolstr.2015.08.005.
Yang, R., K. Li, L. Wang, M. Bornert, Z. Zhang, and T. Hu. 2016a. “A micro-experimental insight into the mechanical behavior of sticky rice slurry-lime mortar subject to wetting-drying cycles.” J. Mater. Sci. 51 (18): 8422–8433. https://doi.org/10.1007/s10853-016-0099-x.
Yang, R., Z. Zhang, M. Xie, and K. Li. 2016b. “Microstructural insights into the lime mortars mixed with sticky rice sol-gel or water: A comparative study.” Constr. Build. Mater. 125 (Oct): 974–980. https://doi.org/10.1016/j.conbuildmat.2016.08.119.
Yang, Z., and X. Cheng. 2013. “A performance study of high-strength microbial mortar produced by low pressure grouting for the reinforcement of deteriorated masonry structures.” Constr. Build. Mater. 41 (Apr): 505–515. https://doi.org/10.1016/j.conbuildmat.2012.12.055.
Zhan, Q., C. Qian, and H. Yi. 2016. “Microbial-induced mineralization and cementation of fugitive dust and engineering application.” Constr. Build. Mater. 121 (Sep): 437–444. https://doi.org/10.1016/j.conbuildmat.2016.06.016.
Zomorodian, S. M. A., H. Ghaffari, and B. C. O’Kelly. 2019. “Stabilisation of crustal sand layer using biocementation technique for wind erosion control.” Aeolian Res. 40 (Oct): 34–41. https://doi.org/10.1016/j.aeolia.2019.06.001.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 10October 2020

History

Received: Apr 15, 2019
Accepted: Apr 15, 2020
Published online: Jul 31, 2020
Published in print: Oct 1, 2020
Discussion open until: Dec 31, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Postdoctoral Researcher, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Lecturer, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, China (corresponding author). ORCID: https://orcid.org/0000-0003-3342-9164. Email: [email protected]
Master Student, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share