>> 自然科学版期刊 >> 2019年04期 >> 正文
强风化千枚岩填料的蠕变特性研究
供稿: 李颖颖;毛雪松;张腾达;孟庆猛 时间: 2019-07-04 次数:

作者:李颖颖毛雪松张腾达;孟庆猛

作者单位:长安大学公路学院特殊地区公路工程教育部重点实验室山东高速尼罗投资发展有限公司

摘要:为了研究千枚岩填筑路基在长期应力作用下产生的蠕变变形特性,使用杠杆仪进行千枚岩试件的室内单轴压缩试验,得到不同含水率、不同应力条件下应变随时间的变化曲线。对不同含水率下的应变曲线进行分析,可知轴向应变随试件含水率增加而增加,当含水率超过最佳含水率时,应变增加幅度变大;对不同应力条件下的应变曲线分析,随着应力增加,试件蠕变量和蠕变速率显著增大。结果表明:千枚岩填料的蠕变变形是水力耦合作用的结果,在高应力水平和高含水率条件下,千枚岩填料会产生较大的蠕变变形。根据变形曲线建立蠕变的指数衰减模型,发现该模型能较好预测千枚岩填料的蠕变变形。

基金:国家自然科学基金资助项目(211021130246);中央高校基本科研业务费专项项目(300102218408);

关键词:强风化千枚岩;蠕变变形;指数衰减模型;水力耦合;

DOI:10.16186/j.cnki.1673-9787.2019.4.21

分类号:U416.1

Study on creep characteristics of strongly weathered phyllite filler

LI YingyingMAO XuesongZHANG TengdaMENG Qingmeng

School of Highway, Chang'an UniversityKey Laboratory for Special Area Highway Engineering, Ministry of EducationShandong High Speed Nero Investment and Development Co., Ltd.

Abstract:In order to study the creep deformation characteristics of phyllite filling roadbed under long-term stress, the indoor uniaxial compression tests of phyllite specimens were carried out by using a lever tester and the variation curves of strain with time under different water content and stress conditions were obtained.The strain curve with different water contents were anayzed and it was found that the axial strain increased with the increase of the water content of the specimen, and the strain would increased greatly when the moisture content exceeded the optimum moisture content.By analyzing the strain curves under different stress conditions, it was found that creep variable and rate increased significantly with the increase of the strain.The results showed that the creep deformation of phyllite filler was the result of hydro-mechanical coupling, and it would be larger under the condition of high stress level and high water content.Finally, the exponential decay model of creep was established according to the deformation curve, which could predict creep deformation of phyllite filler better.

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