{"title":"Mitigating rainfall induced soil erosion through bio-approach: From laboratory test to field trail","authors":"Bo Liu, Chao-Sheng Tang, Xiao-Hua Pan, Qing Cheng, Jin-Jian Xu, Chao Lv","doi":"10.1016/j.enggeo.2024.107842","DOIUrl":null,"url":null,"abstract":"Extreme rainfall events exacerbated by global warming can pose great threats to soil stability, causing severe soil erosion and triggering various disasters, such as landslide, debris flow, and land degradation. This study explores the efficacy and critical influence factors of a bio-approach utilizing microbially induced calcite precipitation (MICP) for soil erosion control by conducting a series of laboratory tests. The field trial was also performed to explore the long-term effectiveness of MICP treatment on soil slope under natural rainfall. The laboratory tests results indicate that the peak penetration strength increased 4.43 times, and the soil slaking index and soil loss during rainfall decreased by up to 65.7 % and 92.6 % after MICP treatment. The optimal concentration of cementation solution was found to be 1.0 M. Both the one-phase and two-phase MICP methods proved effective in enhancing soil erosion resistance. However, the two-phase MICP method demonstrated a more pronounced impact on surface soil improvement, while the one-phase MICP method achieved a more uniform treatment effect. The 11-months field erosion trials validated the remarkbale durability of MICP treatment in controlling soil erosion. Additionally, more cycles of MICP treatment further enhanced the soil erosion resistance to rainfall. The bonding and filling effect of MICP-produced CaCO<ce:inf loc=\"post\">3</ce:inf> precipitates played a crucial role in the improvement of soil water stability and mechnical strength, thereby significantly mitigating soil erosion caused by raindrop and surface runoff during natural rainfall. This study provides valuable suggestions for the pratical application of MICP approch on soil erosion control against increasing extreme rainfall, which is also expected to offer a controllable and sustainable soil improvement solution under the climate change.","PeriodicalId":11567,"journal":{"name":"Engineering Geology","volume":"35 1","pages":""},"PeriodicalIF":6.9000,"publicationDate":"2024-12-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Geology","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1016/j.enggeo.2024.107842","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Extreme rainfall events exacerbated by global warming can pose great threats to soil stability, causing severe soil erosion and triggering various disasters, such as landslide, debris flow, and land degradation. This study explores the efficacy and critical influence factors of a bio-approach utilizing microbially induced calcite precipitation (MICP) for soil erosion control by conducting a series of laboratory tests. The field trial was also performed to explore the long-term effectiveness of MICP treatment on soil slope under natural rainfall. The laboratory tests results indicate that the peak penetration strength increased 4.43 times, and the soil slaking index and soil loss during rainfall decreased by up to 65.7 % and 92.6 % after MICP treatment. The optimal concentration of cementation solution was found to be 1.0 M. Both the one-phase and two-phase MICP methods proved effective in enhancing soil erosion resistance. However, the two-phase MICP method demonstrated a more pronounced impact on surface soil improvement, while the one-phase MICP method achieved a more uniform treatment effect. The 11-months field erosion trials validated the remarkbale durability of MICP treatment in controlling soil erosion. Additionally, more cycles of MICP treatment further enhanced the soil erosion resistance to rainfall. The bonding and filling effect of MICP-produced CaCO3 precipitates played a crucial role in the improvement of soil water stability and mechnical strength, thereby significantly mitigating soil erosion caused by raindrop and surface runoff during natural rainfall. This study provides valuable suggestions for the pratical application of MICP approch on soil erosion control against increasing extreme rainfall, which is also expected to offer a controllable and sustainable soil improvement solution under the climate change.
期刊介绍:
Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.