期刊文献+

粒径对微生物固化砂土抗风蚀扬尘能力的影响 被引量:1

Effect of Particle Size on the Ability of Anti-wind Erosion Dust of Microbial Solidified Sand
下载PDF
导出
摘要 为探究颗粒粒径对微生物固化砂土抗风蚀能力的影响,选用4种不同粒径范围的土样,通过风洞试验以及表面强度、碳酸钙含量测定等试验,从宏观角度分析粒径对微生物固化砂土抗风蚀能力的影响;采用SEM扫描电镜观测,从微观角度对微生物固化砂土的作用机理进行研究。结果表明:颗粒粒径较小的土样,孔隙面积和孔喉直径较小,更易发挥碳酸钙晶体的填充和胶结作用,土体表面形成的固结层更加密实,抗风蚀能力更强且时效性更好。 In order to investigate the effect of particle size on the ability of anti-wind erosion of microbial solidified sand,four soil samples with varied particle sizes were selected.Wind tunnel tests and tests such as surface strength and calcium carbonate content determination were carried out to analyze the effect of particle size on the ability of anti-wind erosion of microbial solidified sand from a macroscopic point of view,while through SEM scanning electron microscopy for observation to investigate,the mechanism of action of microbial solidified sand was studied from a microscopic point of view.The result shows that soil samples with smaller particle sizes have smaller pore areas and pore throat diameters,making it easier for calcium carbonate crystals to fill and cement the soil,resulting in a denser consolidation layer on the soil’s surface that is more resistant to wind erosion and has better timeliness properties.
作者 白龙威 李向东 冯聪睿 曾承 张敏霞 赵晓帅 BAI Longwei;LI Xiangdong;FENG Congrui;ZENG Cheng;ZHANG Minxia;ZHAO Xiaoshuai(Shenzhen Municipal Engineering Corporation,Shenzhen 518131,Guangdong,China;School of Civil Engineering,Henan Polytechnic University,Jiaozuo 454003,Henan,China)
出处 《路基工程》 2023年第1期83-88,共6页 Subgrade Engineering
基金 国家自然科学基金项目(51580166) 河南理工大学骨干教师项目:采动区桩基沉降特性研究。
关键词 微生物固化 抗风蚀扬尘 颗粒粒径 风洞试验 微观结构 microbial solidification anti-wind erosion dust particle size wind tunnel test microscopic structure
  • 相关文献

参考文献9

二级参考文献71

共引文献316

同被引文献7

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部