新型木质素基凝胶改良砂质土固结能力及其作用机理研究OACHSSCD
Research on lignin-based gel for improving the consolidation capacity of sandy soil and its mechanism
砂质土壤因土质疏松,结构松散,在水力侵蚀作用下易诱发黄土滑塌、水土流失等地质灾害,引发严重生态环境问题.采用木质素等环境友好材料合成新型LS/PVA/CMC凝胶固结剂,以探究该凝胶固结剂对砂土的固结效果.结果表明,砂土固结体具有较好的水稳定性,在最佳条件下,砂土固结体可在水中浸泡超过8个月不解体.直接剪切试验证明了该凝胶固结剂具有良好的砂土固结效果,且以化学交联方式形成的固结剂固结效果明显优于物理交联,其粘聚力和内摩擦角最大可分别增加至610.66 kPa、48.4094°.固结试验表明该凝胶固结剂能够保持砂土固结体结构的稳定性,增强其抗压缩性能;添加2 mL凝胶固结剂后,固结体的压缩孔隙比仍可保持0.414,为空白试验压缩孔隙比的2倍.饱和导水率试验证明该凝胶固结剂对改善砂土保水性能具有较好效果.研究结果显示出该凝胶固结剂良好的砂土固结效果,可为砂质土壤保水、固结及土壤改良应用研究提供参考.
Sandy soil,characterized by loose texture and fragile structure,is highly susceptible to erosion,which may induce geological hazards such as loess landslides and soil erosion,and ultimately leading to severe ecological and environmental issues.In this study,a novel LS/PVA/CMC gel consolidator using lignin and other eco-friendly materials was prepared to investigate its consolidation effect in sandy soil application.The experimental results showed that,the excellent water stability was exhibited by the consolidated sandy soil,with structural integrity maintained for over 8 months under optimal immersion conditions.Effective consolidation performance was confirmed through direct shear tests,where chemically cross-linked consolidators were observed to significantly outperform physically cross-linked counterparts.The maximum cohesive force and internal friction angle can reach 610.66 kPa and 48.4094 °,respectively.Enhanced structural stability and compression resistance were revealed by the consolidation tests.The void ratio of the consolidated structure remained at 0.414 after the addition of 2 mL of the gel consolidating agent before compression,representing twice the value recorded in the control test.The results showed that effectiveness of the lignin-based gel consolidated material was effective in improving water retention capacity of the sandy soil,which was verified by the saturated hydraulic conductivity tests.The findings demonstrate that the consolidating agent exhibits effective sand consolidation performance,providing valuable reference for research on sand consolidation,water retention,and soil improvement.
贾坤腾;于芳芯;陈若曦;贺娟妮;孙永昌
长安大学水利与环境学院,西安 710054||长安大学旱区地下水文与生态效应教育部重点实验室,西安 710054||长安大学水利部旱区生态水文与水安全重点实验室,西安 710054长安大学水利与环境学院,西安 710054||长安大学旱区地下水文与生态效应教育部重点实验室,西安 710054||长安大学水利部旱区生态水文与水安全重点实验室,西安 710054长安大学水利与环境学院,西安 710054||长安大学旱区地下水文与生态效应教育部重点实验室,西安 710054||长安大学水利部旱区生态水文与水安全重点实验室,西安 710054汇金科技控股集团有限公司,西安 710000||陕西地矿自然资源投资建设有限公司,西安 710065长安大学水利与环境学院,西安 710054||长安大学旱区地下水文与生态效应教育部重点实验室,西安 710054||长安大学水利部旱区生态水文与水安全重点实验室,西安 710054
砂土凝胶固结剂水稳性抗剪强度木质素
sand soilgel consolidation agentwater stabilityshear strengthlignin
《生态学报》 2026 (15)
8429-8441,13
陕西省重点研发计划项目(2023-ZDLSF-61)
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