TY - JOUR
T1 - Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix-Induced Carbonate Precipitation
AU - Sun, Xiaohao
AU - Miao, Linchang
AU - Wang, Hengxing
AU - Wu, Linyu
AU - Fan, Guangcai
AU - Xia, Jinxin
N1 - Funding Information:
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).
Publisher Copyright:
© 2022 American Society of Civil Engineers.
PY - 2022/8/1
Y1 - 2022/8/1
N2 - 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 20:20. 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.
AB - 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 20:20. 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.
KW - Calcium carbonate
KW - Erosion resistance
KW - Foreshore slope
KW - Microbiota and enzyme mix-induced carbonate precipitation (MEMCP)
KW - Stability
UR - http://www.scopus.com/inward/record.url?scp=85130210366&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)GT.1943-5606.0002839
DO - 10.1061/(ASCE)GT.1943-5606.0002839
M3 - Journal article
AN - SCOPUS:85130210366
SN - 1090-0241
VL - 148
JO - Journal of Geotechnical and Geoenvironmental Engineering
JF - Journal of Geotechnical and Geoenvironmental Engineering
IS - 8
M1 - 04022058
ER -