Effect of alkaline rice straw fibers content and curing ages on static mechanical properties of cemented lithium mica tailings backfill

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Hongke Pan , Quanmao Xiao , Nanhui Huang , An Xiao , Daopei Zhu
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Abstract

Alkaline rice straw fibers (ARSF), as a widely available and recyclable plant fiber source, can provide new insights for improving the mechanical properties of backfill and the treatment of agricultural waste resources research. Different amounts of ARSF were prepared to enhance the cemented lithium mica tailings backfill (CLMTB), and uniaxial compression strength (UCS) tests and Brazilian splitting tensile strength tests were conducted to study the influence of ARSF on the static mechanical properties of CLMTB samples. Firstly, the flowability of mortars with different ARSF content was tested, the results showed that the flowability decreased by a maximum of 5.4 %, which met the construction requirements of cement mortar in the construction process. The UCS showed an increasing trend and then reduced with the increased ARSF content, with 0.15 % being the optimal content, showing a maximum increase of 14.2 %. Under Brazilian splitting loading conditions, the tensile strength gradually increased with the increased ARSF content, with 0.60 % being the optimal content. The UCS of the CLMTB samples showed exponential growth with increased curing age. Additionally, there was a linear functional relationship between the curing age and the tensile strength of the CLMTB samples. The experimental results indicate that the ARSF improved the toughness and changed the failure mode of the CLMTB samples. In the meantime, it increased the residual bearing capacity and the peak tensile strain of the CLMTB samples.

碱性稻草纤维含量和固化龄期对胶结锂云母尾矿回填材料静态力学性能的影响
碱性稻草纤维(ARSF)作为一种广泛存在且可回收利用的植物纤维来源,可为改善回填土的力学性能和农业废弃物资源化研究提供新的见解。研究人员制备了不同用量的 ARSF 来增强胶结锂云母尾矿回填土(CLMTB),并进行了单轴压缩强度(UCS)试验和巴西劈裂拉伸强度试验,以研究 ARSF 对 CLMTB 样品静态力学性能的影响。首先,测试了不同 ARSF 含量砂浆的流动性,结果表明流动性最大下降了 5.4%,满足了水泥砂浆在施工过程中的施工要求。随着 ARSF 含量的增加,UCS 呈先增加后减少的趋势,0.15% 为最佳含量,最大增加了 14.2%。在巴西劈裂加载条件下,抗拉强度随着 ARSF 含量的增加而逐渐增加,最佳含量为 0.60%。随着固化龄期的增加,CLMTB 样品的 UCS 呈指数增长。此外,固化龄期与 CLMTB 样品的抗拉强度之间存在线性函数关系。实验结果表明,ARSF 提高了 CLMTB 样品的韧性,改变了其失效模式。同时,它还提高了 CLMTB 样品的残余承载能力和峰值拉伸应变。
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来源期刊
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
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