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不同水饱和度充填体力学性能及损伤机制研究 被引量:5

Mechanical properties and damage mechanism of backfill with different water saturation
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摘要 注浆充填被广泛应用于提升岩溶区溶洞的工程稳定性,充填体力学性能直接影响工程建设及服役安全性。采用单轴抗压强度试验机、压汞仪和扫描电镜针对不同含水饱和度石灰石尾矿基充填体的力学特性和损伤机制进行了系统研究。结果表明:随着饱和度增加,充填体抗压强度先提高后减小,饱和度为75%时,抗压强度最优,养护龄期为28 d时抗压强度可达6.8 MPa。微观分析可知,充填体水化产物为无定形凝胶(C-S-H凝胶、N-C-S-A-H凝胶)、钙矾石和未反应的石灰石尾矿颗粒,含水饱和度为75%时,内部结构最致密。基于充填体的应力-应变关系,描述了单轴压缩条件下不同饱和度充填体的变形过程,随着饱和度的增加,充填体破坏模式由剪切破坏转变为拉伸破坏。因此,建立了不同饱和度充填体的损伤本构模型,为岩溶充填工程的设计及服役性能评判提供可靠依据。 Grouting filling is widely used to improve engineering stability in karst areas and mechanical properties of filling body directly affect engineering construction and service safety.Mechanical properties and damage mechanism of fillings with different water saturation were systematically studied with uniaxial compressive strength testing machine,mercury porosimeter,and scanning electron microscope.The results have shown that compressive strength of backfill body increases first and then decreases with the increase of water saturation.When water saturation is 75%,compressive strength is best and compressive strength can reach 6.8 MPa when curing age is 28 days.Microscopic analysis has shown that hydration products of backfill body are amorphous gel(C-S-H gel,N-C-S-A-H gel),ettringite,and unreacted limestone tailings particles.The internal structure is densest under the condition of 75%water saturation.Based on stress-strain relationship of limestone tailings-based backfill,deformation process of backfill with different water saturation under uniaxial compression was described,the failure mode of backfill changes from shear failure to tensile failure with the increase of water saturation.Therefore,damage constitutive models of different saturation fillings were established,which provides reliable basis for design and service performance evaluation of karst filling engineering.
作者 李召峰 张晨 张健 金青 王衍升 闫娜 LI Zhaofeng;ZHANG Chen;ZHANG Jian;JIN Qing;WANG Yansheng;YAN Na(Geotechnical and Structural Engineering Research Center,Shandong University,Jinan,Shandong 250061,China)
出处 《采矿与安全工程学报》 EI CSCD 北大核心 2021年第5期1063-1070,共8页 Journal of Mining & Safety Engineering
基金 国家自然科学基金青年科学基金项目(51709158) 国家重大基础研究发展计划项目(2017YFC0703100) 中国博士后科学基金项目(2018M632676) 山东省重点研发计划项目(GG201809260007,2020CXGC011405) 山东省自然科学基金重点项目(ZR2020KE006)。
关键词 充填体 含水饱和度 力学性能 微观结构 本构模型 backfill body water saturation mechanical properties microstructure constitutive model
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