冰川冻土2024,Vol.46Issue(6) :1828-1838.DOI:10.7522/j.issn.1000-0240.2024.0143

木质素纤维-MICP固化粉土在冻融循环作用下的力学性能研究

Study on the mechanical properties of lignin fiber-MICP solidified silt under freezing and thawing cycles

李琦峰 邢峥光 党冰 彭尔兴 胡晓莹
冰川冻土2024,Vol.46Issue(6) :1828-1838.DOI:10.7522/j.issn.1000-0240.2024.0143

木质素纤维-MICP固化粉土在冻融循环作用下的力学性能研究

Study on the mechanical properties of lignin fiber-MICP solidified silt under freezing and thawing cycles

李琦峰 1邢峥光 2党冰 1彭尔兴 3胡晓莹2
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作者信息

  • 1. 甘肃省地矿局第三地质矿产勘查院,甘肃兰州 730050
  • 2. 兰州理工大学,甘肃兰州 730050
  • 3. 中国科学院西北生态环境资源研究院,甘肃兰州 730000
  • 折叠

摘要

为探究木质素纤维联合微生物诱导碳酸盐沉淀技术(MICP)固化季节冻土区粉土的力学性能,开展了木质素纤维影响下MICP诱导碳酸钙生成量试验、冻融循环下木质素纤维-MICP固化试样的无侧限抗压试验、直剪试验和SEM扫描电镜试验.结果表明,随着纤维掺量的增加,碳酸钙含量呈线性增加趋势,与SF0M试样相比,SF2.0M试样的碳酸钙含量增加了 426.6%.随着冻融循环次数的增加,所有试样的无侧限抗压强度和抗剪强度均下降并最终趋于恒定,且SF1.5M协同固化试样的抗冻融能力最佳,10次冻融后其无侧限抗压强度仅下降45.9%,而SF0M和SF0试样下降63.4%和80.0%;经历10次冻融循环之后,在400 kPa法向应力下,相较于SF0M和SF0,SF1.5M土样抗剪强度分别增加了 76.4%和184.0%;而其黏聚力也提高了 46.5%和126.0%.木质素纤维为碳酸钙的生成提供了更多的附着位点,纤维掺量为1.5%时,土颗粒与碳酸钙晶体和纤维形成了更为致密的胶结结构.当纤维掺量增加到2.0%时,碳酸钙晶体与纤维交织在一起,出现团聚体,阻碍了土颗粒之间的有效胶结,对固化效果起到相反作用.本研究可为寒区土体加固提供了数据支持和理论指导.

Abstract

This study investigates the mechanical properties of silty soil in seasonally frozen regions,stabilized using lignin fibers in conjunction with microbially induced carbonate precipitation(MICP).A series of experi-ments were conducted,including assessments of calcium carbonate production influenced by lignin fibers,un-confined compressive strength tests,direct shear tests,and scanning electron microscopy(SEM)analysis of lig-nin fiber-MICP stabilized samples subjected to freeze-thaw cycles.The results indicate a linear increase in calci-um carbonate content with increasing fiber content,with the calcium carbonate content in the SF2M sample ex-hibiting a 426.6%increase compared to the SF0M sample.With an increase in freeze-thaw cycles,both the un-confined compressive strength and shear strength of all samples diminished,eventually stabilizing.Among the samples,the SF1.5M,containing 1.5%lignin fiber,demonstrated the highest resistance to freeze-thaw degrada-tion.After 10 freeze-thaw cycles,its unconfined compressive strength decreased by only 45.9%,whereas the SF0M and SF0 samples showed reductions of 63.4%and 80.0%,respectively.Furthermore,after 10 freeze-thaw cycles under a normal stress of 400 kPa,the shear strength of the SF1.5M sample increased by 76.4%and 184%compared to the SF0M and SF0 samples,respectively.Cohesion in the SF1.5M sample also improved significantly,with increases of 46.5%and 126.0%over the SF0M and SF0 samples.At a fiber content of 1.5%,a denser cemented structure formed between soil particles,calcium carbonate crystals,and fibers,en-hancing soil stabilization.However,when the fiber content reached 2.0%,calcium carbonate crystals inter-twined with the fibers,forming aggregates that impeded the effective cementation between soil particles,there-by diminishing the stabilization effect.In conclusion,this research offers important data and theoretical guid-ance for soil reinforcement in cold regions,particularly under the influence of freeze-thaw cycles.The findings contribute to the understanding of soil stabilization mechanisms and provide practical insights for improving the mechanical properties of silty soils in seasonally frozen environments.

关键词

MICP/木质素纤维/冻融循环/无侧限抗压/直剪试验/扫描电镜

Key words

MICP/lignin fiber/freeze thaw cycle/unconfined compressive strength/direct shear test/SEM

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出版年

2024
冰川冻土
中国地理学会 中国科学院寒区旱区环境与工程研究所

冰川冻土

CSTPCD
影响因子:2.546
ISSN:1000-0240
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