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Spatiotemporal variations of sand hydraulic conductivity by microbial application methods
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作者 Viroon Kamchoom Thiti Khattiwong +2 位作者 Treesukon Treebupachatsakul Suraparb Keawsawasvong anthony kwan leung 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第1期268-278,共11页
The spatiotemporal distributions of microbes in soil by different methods could affect the efficacy of the microbes to reduce the soil hydraulic conductivity.In this study,the specimens of bio-mediated sands were prep... The spatiotemporal distributions of microbes in soil by different methods could affect the efficacy of the microbes to reduce the soil hydraulic conductivity.In this study,the specimens of bio-mediated sands were prepared using three different methods,i.e.injecting,mixing,and pouring a given microbial so-lution onto compacted sand specimens.The hydraulic conductivity was measured by constant-head tests,while any soil microstructural changes due to addition of the microbes were observed by scan-ning electron microscope(SEM)and mercury intrusion porosimetry(MIP)tests.The amount of dextran concentration produced by microbes in each type of specimen was quantified by a refractometer.Results show that dextran production increased exponentially after 5-7 d of microbial settling with the supply of culture medium.The injection and mixing methods resulted in a similar amount and uniform dis-tribution of dextran in the specimens.The pouring method,however,produced a nonuniform distri-bution,with a higher concentration near the specimen surface.As the supply of culture medium discontinued,the dextran content near the surface produced by the pouring method decreased dramatically due to high competition for nutrients with foreign colonies.Average dextran concentration was negatively and correlated with hydraulic conductivity of bio-mediated soils exponentially,due to the clogging of large soil pores by dextran.The hydraulic conductivity of the injection and mixing cases did not change significantly when the supply of culture medium was absent. 展开更多
关键词 Bio-mediated soil DEXTRAN Hydraulic conductivity Leuconostoc mesenteroides Microbial application MICROSTRUCTURE
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基于渗透原理的可吸水模型根系研发与性能研究
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作者 赵俊键 梁腾 +4 位作者 詹良通 梁钧 陈延博 赵宇 陈云敏 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2023年第7期1382-1392,共11页
为了模拟自然植物根系的吸水过程,探究其对周边土体水文力学特征的影响机制,利用3D打印技术,设计并制造基于正渗透原理的新型可吸水模型根系.模型根系采用中空结构,侧壁开孔,外覆半透膜.当内部灌注聚乙二醇(PEG)溶液时,PEG溶液和土中水... 为了模拟自然植物根系的吸水过程,探究其对周边土体水文力学特征的影响机制,利用3D打印技术,设计并制造基于正渗透原理的新型可吸水模型根系.模型根系采用中空结构,侧壁开孔,外覆半透膜.当内部灌注聚乙二醇(PEG)溶液时,PEG溶液和土中水分间存在的渗透压梯度驱使了模型根系吸水.常重力模型根系吸水试验结果表明,在含砂粉质黏土中,循环浓度等效1 500 kPa渗透压的PEG溶液可在根系附近土体中产生最大约120 kPa的基质吸力,该基质吸力超过了真空法模型根系的理论最大产生吸力.通过在适当范围内调整PEG溶液的质量摩尔浓度,并控制溶液循环特征,模型根系可以具备不同的吸水能力,从而模拟不同的现实工况. 展开更多
关键词 生态岩土工程 土体基质吸力 模型根系 渗透原理 3D打印技术
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