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椰壳纤维加筋土遗址生态注浆材料的性能

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为提升土遗址注浆料的力学性能,以椰壳纤维掺和糯米浆、烧料礓石以及黄土改性注浆料为研究对象,研究了椰壳纤维长度和掺量(质量分数)对土遗址注浆料流动性、收缩性、抗压强度和抗折强度的影响.结果表明:椰壳纤维的掺量和长度越大,浆体的流动性越低,而椰壳纤维的长度与浆体的收缩率无明显相关性;椰壳纤维良好的桥接能力可以有效提高浆体固化后的抗压强度、抗折强度和延性;椰壳纤维的长度和掺量均存在最优值,建议最优配比为纤维长度6 mm、掺量0.5%~0.6%,此时浆体固化后的抗压强度、抗折强度分别提升49.09%和32.08%;过多、过长的椰壳纤维易发生弯折、团聚,导致浆体的流动性和强度大幅降低.
Performance of Coir Fiber Reinforced Eco-grouting Material Used in Earthen Sites
To enhance mechanical property of grouting materials in earthen sites,the coir fiber mixed glutinous rice pulp,calcined ginger nuts and soil modified grouting materials were as the research object,the influence of fiber length and content(mass fraction)on grouting materials in terms of fluidity,shrinkage,compressive strength and flexural strength was investigated.The results indicate that the higher the coir fiber content and length is,the lower the slurry fluidity is,while there is no significant correlation between fiber length and shrinkage rate of the solidified slurry.The good bridging ability of coir fiber can effectively improve the compressive strength,flexural strength and ductility of the solidified slurry,and the coir fiber length and content have the optimal values.It is recommended that the best mix proportion is 6 mm in length and 0.5%-0.6%in content,so the compressive strength and flexural strength can be increased by 49.09%and 32.08%,respectively.However,excessive addition and longer coir fibers are prone to bending and agglomeration,which will lead to a substantial reduction in fluidity and mechanical strength.

coir fiberearthen siteeco-grouting materialmechanical propertystrengthening mechanism

芦苇、骆望、李东波、刘秦龙、刘加平

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西安建筑科技大学 西部绿色建筑国家重点实验室,陕西 西安 710055

西安建筑科技大学 理学院,陕西 西安 710055

西安建筑科技大学 建筑学院,陕西 西安 710055

椰壳纤维 土遗址 生态注浆材料 力学性能 增强机理

国家自然科学基金国家自然科学基金中国博士后科学基金西部绿色建筑国家重点实验室自主研究课题西安建筑科技大学前沿交叉领域培育专项

52008332518785472021M693877LSZZ202225X20220074

2024

建筑材料学报
同济大学

建筑材料学报

CSTPCD北大核心
影响因子:1.046
ISSN:1007-9629
年,卷(期):2024.27(1)
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