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聚丙烯纤维增强流态固化土性能及其作用机制研究

Performance and Enhancing Mechanism of Polypropylene Fiber Reinforced Fluid-solidified Soil

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流态固化土作为一种新型回填材料,具有高流动性、可泵送、施工简便等优点.开展聚丙烯纤维增强黄土基流态固化土的工作性和力学强度研究,分析聚丙烯纤维增强流态固化土的作用机制.结果表明,随着聚丙烯纤维掺量的增加,流态固化土拌合物的流动度、泌水率逐渐下降;聚丙烯纤维掺量低于1.25%时,30 min流动度经时损失下降;聚丙烯纤维最佳掺量为1.25%,此掺量下流态固化土 28 d抗折强度、抗压强度分别提高62.6%和13.8%;加筋效应、纤维与土颗粒界面摩擦力、粘结力和形成三维网格结构是聚丙烯纤维增强流态固化土力学强度的作用机制.
As a novel backfill material,the fluid-solidified soil has the advantages of high fluidity,pumpability,thus eas-y to use in construction.The workability and mechanical properties of polypropylene fiber reinforced loess-based fluid-so-lidified soil were investigated.The enhancing mechanism of polypropylene fiber reinforced fluid-solidified soil was ana-lyzed.The results showed that the fluidity and bleeding rate of the mixture decreased with the increase of the content of polypropylene fiber,and the loss of fluidity decreased after 30 min when the content of polypropylene fiber was less than 1.25%.The optimum content of polypropylene fiber was 1.25%,and the 28 d flexural strength and compressive strength of fluid-solidified soil increased by 62.6%and 13.8%respectively.The enhancing effect,the interfacial friction,the adhe-sion and the formation of three-dimensional grid structure were found to be responsible for the enhanced mechanical strength of polypropylene fiber reinforced fluid-solidified soil.

road engineeringfluid-solidified soilworkabilitymechanical strengthenhancement mechanism

陈书杰、邵玉玲、张恒春、张峰、王耀

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福建农林大学交通与土木工程学院,福州 350108

中建海峡建设发展有限公司,福州 350015

中国建筑股份有限公司,北京 100029

道路工程 流态固化土 工作性 力学强度 增强机制

中建股份双碳专项中建海峡建设发展有限公司重大科技项目

CSCEC-2023-Z-07ZJHX2023C001

2024

武汉理工大学学报
武汉理工大学

武汉理工大学学报

影响因子:0.649
ISSN:1671-4431
年,卷(期):2024.46(2)
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