{"title":"mip增强沙漠砂抗风蚀性能:工艺参数优化及微观结构机理","authors":"Jian Xu , Liangkun Ding , Zihan Li , Jiayuan Li","doi":"10.1016/j.gete.2025.100735","DOIUrl":null,"url":null,"abstract":"<div><div>This study employed the microbially induced calcium carbonate precipitation (MICP) technique to investigate the mechanism of desert sand stabilization through a multiscale approach, ranging from macro to micro levels. A multi-objective optimization model was created to enhance surface strength, CaCO<sub>3</sub> content, and solidified layer thickness using a comprehensive analysis of multiple factors. The solidification effect was validated with wind tunnel and water retention tests. Microstructural mechanisms were examined through XRD, SEM, and PCAS. Results indicate that the optimum parameters for MICP technology are the 1:2.12 mix ratio, the 1.895 mol/L cementation solution concentration, and 4 treatment cycles. There was also a clear correlation between the performance indexes after solidification. The parameters optimized by the response surface method were essentially the same as those obtained from the experiments, with a difference of less than 5 % between the repeated test results and the optimized results. Under conditions of high <em>CSC</em> (single treatment cycle) or low <em>CSC</em> (multiple treatment cycles), MICP-treated desert sands can achieve highly efficient sand fixation and long-lasting water retention. Microanalysis revealed that increasing <em>CSC</em> and <em>T</em><sub><em>c</em></sub> altered the mode of particle contact from point to surface, and a significant negative correlation was observed between pore parameters and surface strength. This proves that it improves the water retention and mechanical strength of desert sand.</div></div>","PeriodicalId":56008,"journal":{"name":"Geomechanics for Energy and the Environment","volume":"43 ","pages":"Article 100735"},"PeriodicalIF":3.7000,"publicationDate":"2025-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"MICP-enhanced wind erosion resistance of desert sand: process parameter optimization and microstructural mechanism\",\"authors\":\"Jian Xu , Liangkun Ding , Zihan Li , Jiayuan Li\",\"doi\":\"10.1016/j.gete.2025.100735\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study employed the microbially induced calcium carbonate precipitation (MICP) technique to investigate the mechanism of desert sand stabilization through a multiscale approach, ranging from macro to micro levels. A multi-objective optimization model was created to enhance surface strength, CaCO<sub>3</sub> content, and solidified layer thickness using a comprehensive analysis of multiple factors. The solidification effect was validated with wind tunnel and water retention tests. Microstructural mechanisms were examined through XRD, SEM, and PCAS. Results indicate that the optimum parameters for MICP technology are the 1:2.12 mix ratio, the 1.895 mol/L cementation solution concentration, and 4 treatment cycles. There was also a clear correlation between the performance indexes after solidification. The parameters optimized by the response surface method were essentially the same as those obtained from the experiments, with a difference of less than 5 % between the repeated test results and the optimized results. Under conditions of high <em>CSC</em> (single treatment cycle) or low <em>CSC</em> (multiple treatment cycles), MICP-treated desert sands can achieve highly efficient sand fixation and long-lasting water retention. Microanalysis revealed that increasing <em>CSC</em> and <em>T</em><sub><em>c</em></sub> altered the mode of particle contact from point to surface, and a significant negative correlation was observed between pore parameters and surface strength. This proves that it improves the water retention and mechanical strength of desert sand.</div></div>\",\"PeriodicalId\":56008,\"journal\":{\"name\":\"Geomechanics for Energy and the Environment\",\"volume\":\"43 \",\"pages\":\"Article 100735\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2025-09-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geomechanics for Energy and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352380825001005\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENERGY & FUELS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geomechanics for Energy and the Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352380825001005","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
MICP-enhanced wind erosion resistance of desert sand: process parameter optimization and microstructural mechanism
This study employed the microbially induced calcium carbonate precipitation (MICP) technique to investigate the mechanism of desert sand stabilization through a multiscale approach, ranging from macro to micro levels. A multi-objective optimization model was created to enhance surface strength, CaCO3 content, and solidified layer thickness using a comprehensive analysis of multiple factors. The solidification effect was validated with wind tunnel and water retention tests. Microstructural mechanisms were examined through XRD, SEM, and PCAS. Results indicate that the optimum parameters for MICP technology are the 1:2.12 mix ratio, the 1.895 mol/L cementation solution concentration, and 4 treatment cycles. There was also a clear correlation between the performance indexes after solidification. The parameters optimized by the response surface method were essentially the same as those obtained from the experiments, with a difference of less than 5 % between the repeated test results and the optimized results. Under conditions of high CSC (single treatment cycle) or low CSC (multiple treatment cycles), MICP-treated desert sands can achieve highly efficient sand fixation and long-lasting water retention. Microanalysis revealed that increasing CSC and Tc altered the mode of particle contact from point to surface, and a significant negative correlation was observed between pore parameters and surface strength. This proves that it improves the water retention and mechanical strength of desert sand.
期刊介绍:
The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources.
The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.