| 引用本文: | 贾羽,丁瑜,王晅,张家生,闫宏业,张宇,陈晓斌.循环加载下碎石层细观孔隙结构演化分析[J].哈尔滨工业大学学报,2024,56(6):116.DOI:10.11918/202212084 |
| JIA Yu,DING Yu,WANG Xuan,ZHANG Jiasheng,YAN Hongye,ZHANG Yu,CHEN Xiaobin.Evolution analysis of microscopic pore structure in gravel layer under cyclic loading[J].Journal of Harbin Institute of Technology,2024,56(6):116.DOI:10.11918/202212084 |
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| 循环加载下碎石层细观孔隙结构演化分析 |
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贾羽1,丁瑜1,2,王晅1,3,张家生1,3,闫宏业4,张宇1,陈晓斌1,3
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(1.中南大学 土木工程学院,长沙 410083;2.江苏海洋大学 土木与港海工程学院,江苏 连云港 222005; 3.中南大学 高速铁路建造技术国家工程研究中心,长沙 410083;4.中国铁道科学研究院集团有限公司,北京 100081)
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| 摘要: |
| 列车荷载作用下路基翻浆冒泥的实质是路基土体细颗粒迁移,细颗粒迁移会改变路基上覆碎石层孔隙结构,影响上覆碎石层力学及水力学性质。为此,采用自主研发的路基翻浆冒泥试验模型进行试验,结合X射线计算机断层（computed tomography,CT）扫描技术,分析循环荷载作用下路基土体细颗粒迁移对上覆碎石层细观孔隙结构的影响。结果表明:循环荷载作用下,碎石层孔隙的压缩作用及路基土体细颗粒迁移至碎石层的堵塞作用,不仅改变碎石层面孔隙率的分布特性,还减小碎石层孔隙率及孔隙连通度；孔隙尺寸分布特性不受加载影响,加载前后,碎石孔隙均呈现小孔隙多、大孔隙少的特点,孔隙分布特征曲线满足对数正态分布,但随着循环荷载的施加,碎石层内孔隙总数量减小；孔隙的形状参数（细长比和扁平度）均呈正态分布,细长比随循环荷载作用次数无明显变化规律,而加载后碎石层孔隙扁平度的分布更加均匀；碎石层孔隙具有明显的分形特性,加载前孔隙三维分形维数为2.40~2.50,随着循环荷载的施加,孔隙三维分形维数逐渐减小。 |
| 关键词: CT扫描技术 循环荷载 细颗粒迁移 细观孔隙结构 |
| DOI：10.11918/202212084 |
| 分类号:TU41 |
| 文献标识码:A |
| 基金项目:国家自然科学基金(51978674)；高原高寒铁路典型结构状态检监测与评估关键技术研究(2021YJ341)；中国国家铁路集团有限公司科技研究开发计划(L2022G002)；湖南省自然科学基金(2022JJ30737) |
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| Evolution analysis of microscopic pore structure in gravel layer under cyclic loading |
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JIA Yu1,DING Yu1,2,WANG Xuan1,3,ZHANG Jiasheng1,3,YAN Hongye4,ZHANG Yu1,CHEN Xiaobin1,3
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(1.School of Civil Engineering, Central South University, Changsha 410083, China; 2.School of Civil and Ocean Engineering, Jiangsu Ocean University, Lianyungang 222005, Jiangsu, China; 3.National Engineering Research Center of High-Speed Railway Construction Technology, Central South University, Changsha 410083, China; 4.China Academy of Railway Sciences Corporation Limited, Beijing 100081, China)
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| Abstract: |
| The essence of subgrade mud pumping under train load is the migration of fine particles in subgrade soil. The migration of fine particles will change the pore structure of overlying gravel, thus affect the mechanical and hydraulic properties of gravel layer. To study the influence of fine particle migration from subgrade soil on the microscopic pore structure of gravel layer under cyclic loading, a series of tests are carried out by a self-developed subgrade mud pumping test model, combined with X-ray computed tomography (CT) scanning technology. It has been shown that under cyclic loading, compression of the gravel pores and clogging of migrated fine particles not only change the distribution characteristics of gravel plane porosity, but also decrease the porosity and porosity connectivity. Moreover, the characteristics of the pore size distribution are not affected by loading. The pores of the gravel layer show features of more small pores and fewer large pores, and the characteristic curves of the pore distribution satisfy log-normal distribution before and after loading. However, with the application of cyclic load, the total number of pores decreases. The distribution of pore shape parameters (slenderness ratio and flatness) shows a normal distribution characteristic. The slenderness ratio has not changed significantly with the number of cycles, while the distribution of flatness is more uniform after loading. The pores of the gravel layer have a distinct fractal character. In addition, the three-dimensional fractal dimension of the pores is distributed between 2.40 and 2.50 before loading. With the application of cyclic loading, the three-dimensional fractal dimension gradually decreases. |
| Key words: CT scanning technology cyclic loading fine particle migration microscopic pore structure |
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