Technical Papers
May 18, 2022

Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 8

Abstract

To mitigate foreshore erosion, it is necessary to find effective and environmentally friendly interventions to stabilize slopes. In this study, the microbiota and enzyme mix–induced carbonate precipitation (MEMCP) method was proposed to improve foreshore slopes’ stability and mitigate erosion. In the tests, the volume ratio of bacterial suspension (BS) and urease solution (US) varied to obtain the optimum condition. The angles of slopes, accumulative soil loss weights, surface strengths, and calcium carbonate (CaCO3) contents were used to evaluate the treating effect. The results showed that the slopes treated with microbially induced carbonate precipitation still experienced a drastic collapse. The slopes treated with enzyme-induced carbonate precipitation had higher stability at the beginning; however, the slopes were still damaged in subsequent tidal cycles. However, with MEMCP treatment, the slopes’ stability was significantly improved, especially for the slopes with the volume ratio of BS to US equaling 2020. The angle of these slopes almost did not change, and a small amount of sand was washed out by tidal cycles. Moreover, these slopes had higher surface strengths and CaCO3 contents. In addition, the increase in CaCO3 content resulted in an exponential increase of surface strength, regardless of volume ratios of BS and US. The MEMCP method applied in this study for foreshore slope stabilization has shown a success. The research lays a solid foundation for the application for foreshore surface erosion mitigation.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors thank the valuable comments from the reviewers. This study was funded by National Natural Science Foundation of China (Grant No. 51578147), Fundamental Research Funds for the Central Universities (Grant No. 2242020R20025), Science and Technology Department of Ningxia (Grant No. 2020BFG02014), and the Transportation Department of Ningxia (Grant No. 202000173).

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 8August 2022

History

Received: Jun 6, 2021
Accepted: Apr 4, 2022
Published online: May 18, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 18, 2022

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Xiaohao Sun, Ph.D., S.M.ASCE [email protected]
Postdoctoral Research Associate, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China (corresponding author). Email: [email protected]
Linchang Miao, Ph.D. [email protected]
Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China. Email: [email protected]
Hengxing Wang [email protected]
Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China. Email: [email protected]
Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China. Email: [email protected]
Guangcai Fan [email protected]
Master’s Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China. Email: [email protected]
Jinxin Xia, Ph.D. [email protected]
Professor, Intelligent Transportation System Research Center, Southeast Univ., Nanjing, Jiangsu 210096, China. Email: [email protected]

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