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柔性纤维对水泥稳定粒料基层的阻裂增韧机理分析
引用本文:马银华,易志坚,杨庆国.柔性纤维对水泥稳定粒料基层的阻裂增韧机理分析[J].重庆交通学院学报,2007,26(5):84-86,144.
作者姓名:马银华  易志坚  杨庆国
作者单位:重庆交通大学土木建筑学院 重庆400074
基金项目:内蒙古交通科技项目(NJ-2005-23)
摘    要:利用断裂力学原理,分析了柔性纤维水泥稳定粒料基层中纤维的阻裂增韧机理,并进行了相关试验研究.表明柔性纤维水泥稳定粒料半刚性基层材料是一种具有优良抗裂、抗疲劳、抗收缩、抗冲击性能且韧性好的新型半刚性基层材料.该基层材料的应用将有效解决现行路面半刚性基层的早期开裂问题,大幅度延长路面结构的使用寿命,具有显著的经济价值和重要的社会意义.

关 键 词:柔性纤维  水泥稳定粒料半刚性基层  阻裂增韧机理  抗裂性能  试验研究
文章编号:1674-0696(2007)05-0084-03
收稿时间:2006-06-28
修稿时间:2006-08-01

Analysis of Anti-Cracking And Tenacity Increasing Mechanism of Flexible Fiber Cement-Stabilized Material Semi-Rigid Base
MA Yin-hua, YI Zhi-jian, YANG Qing-guo.Analysis of Anti-Cracking And Tenacity Increasing Mechanism of Flexible Fiber Cement-Stabilized Material Semi-Rigid Base[J].Journal of Chongqing Jiaotong University,2007,26(5):84-86,144.
Authors:MA Yin-hua  YI Zhi-jian  YANG Qing-guo
Abstract:In virtue of fracture mechanics,the authors analyzed the anti-cracking and tenacity increasing mechanism of flexible fiber in flexible fiber cement-stabilized material semi-rigid base,and carried out a relevant experimental study.The analysis and experimental study show that the flexible fiber cement-stabilized material is a new semi-rigid base with eminent anti-crack,anti-shrinkage,anti-fatigue,anti-impact performance and good tenacity.Application of this new style base will resolve the early age cracking of the existing bases effectively,improve the service-life of pavement structure impressively and have a notable impact on economic efficiency and social importance.
Keywords:flexible fiber  cement-stabilized material semi-rigid base  anti-cracking and tenacity increasing mechanism  anti-crack performance  experimental study
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