Technical Papers
Aug 30, 2022

Biological Solutions for the Remediation of Cracks in Ancient Earthen Structures: Experimental Studies

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 11

Abstract

The aim of this research is to investigate two biological solutions, namely, soybean urease induced calcite precipitation (SICP) and xanthan gum (XG) biopolymer, for the remediation of cracks in ancient earthen structures. In this study, soil crack patterns captured by a high-resolution camera are quantified using image processing software. Optical microscopy and wind erosion tests were utilized to analyze the surface cementation effect in the repaired earth samples. Experimental results show that repaired samples treated with SICP solution (a mixture of soybean urease and urea-calcium chloride solutions), XG solution, and SICP-XG solutions (a mixture of SICP and xanthan gum solutions) can significantly decrease the surface crack ratio, and both the total length and the average width of the cracks, especially for the sample treated by the SICP-XG solution. In the wind erosion test, the repaired cracks in these three earthen samples remain stable under wind speeds of 15  m/s. In addition, scanning electron microscopy and X-ray diffraction tests confirmed the cementation effect induced by CaCO3 crystals and xanthan gum.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors gratefully acknowledge the financial support from the National Natural Science Foundation of China (51878593). Special thanks are also extended to Associate Professor Chun Liu from Nanjing University for providing the image processing software Particles (Pores) and Cracks Analysis System version 2.3 (PCAS version 2.3).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 11November 2022

History

Received: Oct 6, 2021
Accepted: Mar 1, 2022
Published online: Aug 30, 2022
Published in print: Nov 1, 2022
Discussion open until: Jan 30, 2023

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Ph.D. Candidate, Dept. of Regional and Urban Planning, Zhejiang Univ., No. 866, Yuhangtang Rd., Hangzhou 310030, China. Email: [email protected]
Professor, Dept. of Regional and Urban Planning and Center for Balance Architecture, Zhejiang Univ., No. 866, Yuhangtang Rd., Hangzhou 310030, China (corresponding author). Email: [email protected]; [email protected]
Professor, Dept. of Regional and Urban Planning and Center for Balance Architecture, Zhejiang Univ., No. 866, Yuhangtang Rd., Hangzhou 310030, China. Email: [email protected]
Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China. Email: [email protected]
Ph.D. Candidate, Dept. of Regional and Urban Planning, Zhejiang Univ., No. 866, Yuhangtang Rd., Hangzhou 310030, China. Email: [email protected]
Ph.D. Candidate, Dept. of Regional and Urban Planning, Zhejiang Univ., No. 866, Yuhangtang Rd., Hangzhou 310030, China. Email: [email protected]

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Cited by

  • Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils, International Journal of Geomechanics, 10.1061/IJGNAI.GMENG-9009, 24, 3, (2024).
  • Field Test on Soybean-Urease Induced Calcite Precipitation (SICP) for Desert Sand Stabilization against the Wind-Induced Erosion, Sustainability, 10.3390/su142215474, 14, 22, (15474), (2022).

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