•  
  •  
 

Corresponding Author

唐正光,男,博士,副教授.E-mail:895667713@qq.com

Abstract

To study the performance of basalt fiber in improving the poor angularity of the crushed cobble base,based on the orthogonal test,this paper determined that the optimal dosage of basalt fiber in the cement-stabilized crushed cobble was 1 kg/m3 (15 mm) + 2 kg/m3 (25 mm).Besides,unconfined compressive strength and splitting strength tests were carried out on mixtures under three working conditions including the cement-stabilized crushed cobble,cement-stabilized crushed cobble with the optimal dosage of basalt fiber,and cement-stabilized macadam (limestone machine-crushed stone ).The results show that influenced by the aggregate angularity,the strength of the cement-stabilized macadam (limestone machine-crushed stone ) mixture is better than that of the cement-stabilized crushed cobble mixture.For the cement-stabilized crushed cobble with the optimal dosage of basalt fiber,with the increase in curing age,its strength increases rapidly.Compared with the cement-stabilized crushed cobble without a dosage of fiber,its compressive strength is decreased by 0.08% on the seventh day and increased by 3.9%,17.1%,and 28.3% on the fourteenth day,the twenty-eighth day,and the sixtieth day respectively,and its splitting strength is increased by 4.3%,10.2%,19.0%,and 28.7% on the seventh day,the fourteenth day,the twenty-eighth day,and the sixtieth day,respectively.On the forty-fifth day,the strength of the cement-stabilized crushed cobble with a dosage of fiber reaches the strength of the cement-stabilized macadam (limestone machine-crushed stone ).

Publication Date

10-28-2024

DOI

10.14048/j.issn.1671-2579.2024.05.013

First Page

125

Last Page

131

Submission Date

February 2025

Reference

[1]丛卓红 ,郑南翔 ,闫红光 .半刚性基层材料路用性能综合评价方法 [J].交通运输 工程学报 ,2011 ,11(4):23-28.CONG Zhuohong ,ZHENG Nanxiang ,YAN Hongguang .Comprehensive evaluation method of semi-rigid base mixture’s pavement performance [J].Journal of Traffic and Transportation Engineering ,2011 ,11(4):23-28.
[2]杨芙蓉 ,武旭 ,杨小森 ,等.钢渣对半刚性基层力学强度及稳定性影响分析 [J].中外公路 ,2021 ,41(4):292-296.YANG Furong ,WU Xu ,YANG Xiaosen ,et al .Studyon influence of steel slag on mechanical strength and stability of semi-rigid base [J].Journalof China & Foreign Highway ,2021 ,41(4):292-296.
[3]辛艳刚 ,姜玉娇 ,丁浩 .水泥稳定碎石基层配合比设计方法及其性能研究 [J].四川建材 ,2023 ,49(1):19-21,24.XIN Yangang ,JIANG Yujiao ,DING Hao .Study on mix design method and performance of cement stabilized macadam base [J].Sichuan Building Materials ,2023 ,49(1):19-21,24.
[4]雷蕾 ,姜慧 ,顾万 ,等.外掺剂改良再生水泥稳定碎石基层材料试验研究 [J].公路 ,2022 ,67(2):31-37.LEI Lei ,JIANG Hui ,GU Wan ,et al .Research on recycled cement stabilized crushed stone base material improved withadmixtures [J].Highway ,2022 ,67(2):31-37.
[5]涂亮亮 ,许勐 ,范璐璐 ,等.基于振动模式的再生水泥稳定碎石基层力学性能研究 [J].武汉理工大学学报 ,2022 ,44(9):20-26.TU Liangliang ,XU Meng ,FAN Lulu ,et al .Research on mechanical properties of recycled cement stabilized crushedstone based on vibration mode [J].Journal of Wuhan University of Technology ,2022 ,44(9):20-26.
[6]马夫恒 .基于反射裂缝防治水泥稳定碎石基层合理强度指标研究 [D].西安 :长安大学 ,2010 .MA Fuheng .Research on application of liquid cement flyash filled in bridge abutment [D].Xi’an:Chang’an University ,2010 .
[7]郭立成 ,曾国东 ,周敏 ,等.聚酯纤维增强水泥稳定再生骨料性能试验研究 [J].中外公路 ,2021 ,41(1):232-236.GUO Licheng ,ZENG Guodong ,ZHOU Min ,et al .The experimental study on properties of polyester fiber reinforced cement stabilized recycled aggregate [J].Journal of China & Fo reign Highway ,2021 ,41(1):232-236.
[8]张虹 .聚丙烯纤维在水稳碎石基层中的应用 [J].交通科学与工程 ,2019 ,35(1):20-24.ZHANG Hong .Application of polypropylene fiber in the cement-stabilized macadam base [J].Journal of Transport Science and Engineering ,2019 ,35(1):20-24.
[9]李淑 .玄武岩纤维水泥稳定碎石路用性能试验研究 [D].青岛 :中国海洋大学 ,2014 .LI Shu .Experimental study on pavement performance of basalt fiber cement stabilized macadam [D].Qingdao :Ocean University of China ,2014 .
[10]薛振华 ,关博文 ,樊兴华 .掺玄武岩纤维水泥稳定再生碎石基层性能研究 [J].中外公路 ,2021 ,41(5):269-273.XUE Zhenhua ,GUAN Bowen ,FAN Xinghua .Researchon road performance of cement stabilized reclaimed gravel base mixed with basaltfiber [J].Journal of China & Foreign Highway ,2021 ,41(5):269-273.
[11]林博煌,石立万,廖伟杰,等.基于图像处理的粗集料细观分布均匀性研究 [J].中外公路 ,2023 ,43(5) :214-218.LIN Bohuang ,SHI Liwan ,LIAO Weijie ,et al .Study on meso-distribution uniformity of coarse aggregate based on image processing [J].Journal of China & Foreign Highway ,2023,43(5):214-218.
[12]杜昊 .粗集料棱角性对骨架嵌挤作用及混合料性能影响研究 [D].西安 :长安大学 ,2022 .DU Hao .Study on the influence of coarse aggregate angularity on skeleton interlocking capacity and mixture performance [D].Xi’an:Chang’an University ,2022 .
[13]江照伟,韦金城,刘航,等.基于撒布磨耗料的 SMA沥青路面早期抗滑性能改善研究 [J].中外公路 ,2023 ,43(3) :56-60.JIANG Zhaowei ,WEI Jincheng ,LIU Hang ,et al.Study on improvement of early skid resistance of SMA asphalt pavement based on spreading grit [J].Journal of China & Foreign Highway ,2023,43(3):56-60.
[14]胡小庆 ,王永生 .纤维间距理论缺陷分析 [J].安徽建筑 ,2011 ,18(2):73-74.HU Xiaoqing ,WANG Yongsheng .Defect analysis of theory of fiber spacing [J].Anhui Architecture ,2011 ,18(2):73-74.

Share

COinS