黄原胶联合微生物加固改善混合土蓄水特性试验研究
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1.中铁建大桥工程局集团第一工程有限公司;2.重庆大学 土木工程学院,重庆

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TU43

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Study on Improving the Water Retention Characteristics of Mixed Soils Using XG-MICP
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1.CHINA RALWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP ST ENGINEERING CO,LTD;2.School of Civil Engineering,Chongqing University

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    摘要:

    为减少砂土水分流失,促进海岸线生态环境改善,本文旨在探索黄原胶(XG)联合MICP对石英粉-钙质砂混合砂保水性的影响。通过黄原胶与MICP联合处理混合砂,对不同黄原胶和MICP浓度下的混合砂进行了保水测试,体积变化测试,剪切波速测试和微观分析测试。试验结果表明,相较于未处理砂土,添加黄原胶和MICP的混合土质量损失率显著减小。XG-MICP联合处理的混合土呈现出更小的质量损失率。7天试验天数内,黄原胶固化土的体积变化率较大,XG-MICP固化土的体积变化率呈现出显著的降低。随着黄原胶浓度的增加,黄原胶固化砂的剪切波速降低,XG-MICP固化砂受水分含量影响呈现更小的剪切波速。XG-MICP样品孔隙中呈现菱形状的方解石沉淀。本试验验证了利用黄原胶联合MICP改善混合砂土蓄水性的可行性,有望为海岸地区的农业生产、砂土改良及生态恢复提供了新的思路和方法。

    Abstract:

    To reduce water loss in sandy soil and enhance coastal ecosystem, this study aims to explore the effect of XG combined with MICP on the water retention of quartz sand-calcium carbonate mixed sand. Water retention tests, volume change tests, shear wave velocity tests, and microscopic analysis tests were conducted on mixed sands treated with different concentrations of XG and MICP. Results showed that compared to untreated sand, the mass loss rate of mixed soil with XG and MICP added significantly decreased. Mixed soil treated with XG-MICP combination exhibited even smaller mass loss rate. Initially, the volume change rate of XG-cured soil was high, but significantly reduced in XG-MICP-cured soil. With increasing XG concentration, the shear wave velocity of XG-cured sand decreased, while XG-MICP-cured sand showed less variation in shear wave velocity influenced by moisture content. Calcites were observed in the pores of XG-MICP samples. This experiment validates the feasibility of using XG combined with MICP to improve water retention of mixed sandy soil, offering new insights and methods for agricultural production, soil improvement, and ecological restoration in coastal areas.

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  • 收稿日期:2024-04-30
  • 最后修改日期:2024-05-07
  • 录用日期:2024-05-19
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