Fiber orientation distribution of reinforced cemented Toyoura sand

被引:1
|
作者
Safdar, Muhammad [1 ]
Newson, Tim [2 ]
Waseem, Muhammad [3 ]
机构
[1] Univ Engn & Technol Peshawar, Dept Civil Engn, Earthquake Engn Ctr, Peshawar, Pakistan
[2] Western Univ, Dept Civil & Environm Engn, London, ON, Canada
[3] Univ Engn & Technol Peshawar, Dept Civil Engn, Peshawar, Pakistan
关键词
fiber orientation distribution; fiber reinforced; micro-CT scans; Toyoura sand;
D O I
10.12989/gae.2022.30.1.067
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the fiber orientation distribution (FOD) is investigated using both micro-CT (computerized tomography) and image analysis of physically cut specimens prepared from Polyvinyl Alcohol (PVA) fiber reinforced cemented Toyoura sand. The micro-CT images of the fiber reinforced cemented sand specimens were visualized in horizontal and vertical sections. Scans were obtained using a frame rate of two frames and an exposure time of 500 milliseconds. The number of images was set to optimize and typically resulted in approximately 3000 images. Then, the angles of the fibers for horizontal sections and in vertical section were calculated using the VGStudio MAX software. The number of fibers intersecting horizontal and vertical sections are counted using these images. A similar approach was used for physically cut specimens. The variation of results of fiber orientation between micro-CT scans and visual count were approximately 4-8%. The micro-CT scans were able to precisely investigate the fiber orientation distribution of fibers in these samples. The results show that 85-90% of the PVA fibers are oriented between +/- 30 degrees of horizontal, and approximately 95% of fibers have an orientation that lies within +/- 45 degrees of the horizontal plane. Finally, a comparison of experimental results with the generalized fiber orientation distribution function rho(theta) is presented for isotropic and anisotropic distribution in fiber reinforced cemented Toyoura sand specimens. Experimentally, it can be seen that the average ratio of the number of fibers intersecting the finite area on a vertical plane to number of fibers intersecting the finite area on a horizontal plane (N-tot(V)/N-tot(H)) cut through a sample varies from 2.08 to 2.12 (an average ratio of 2.10 is obtained in this study). Based up on the analytical predictions, it can be seen that the average N-tot(V)/N-tot(H) ratio varies from 2.13 to 2.17 for varying n values (an average ratio of 2.15).
引用
收藏
页码:67 / 73
页数:7
相关论文
共 50 条
  • [1] Shear wave velocity of fiber reinforced cemented Toyoura silty sand
    Safdar, Muhammad
    Newson, Tim
    Schmidt, Colin
    Sato, Kenichi
    Fujikawa, Takuro
    Shah, Faheem
    GEOMECHANICS AND ENGINEERING, 2021, 25 (03) : 207 - 219
  • [2] Shear strength of fibre reinforced cemented Toyoura sand
    Safdar, Muhammad
    Newson, Tim
    Qureshi, Hamza Ahmad
    AIMS GEOSCIENCES, 2022, 8 (01): : 68 - 83
  • [3] Development of a constitutive model for fibre reinforced cemented Toyoura sand
    Safdar, Muhammad
    Newson, Tim
    Shah, Faheem
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 26 (13) : 6133 - 6164
  • [4] Consolidated drained behaviour of PVA fibre reinforced cemented Toyoura Sand
    Safdar, Muhammad
    Newson, Tim
    Schmidt, Colin
    Sato, Kenichi
    Fujikawa, Takuro
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2022, 16 (06) : 700 - 715
  • [5] Compression Behaviour of Monofilament PVA Fibre Reinforced Cemented Toyoura Sand
    Safdar, Muhammad
    Newson, Tim
    Shah, Faheem
    JOURNAL OF HIMALAYAN EARTH SCIENCES, 2022, 55 (01): : 25 - 33
  • [6] Undrained behaviour of fibre reinforced cemented toyoura sand in triaxial compression and extension loading
    Safdar, Muhammad
    Newson, Tim
    Qureshi, Hamza Ahmad
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2025, 19 (1-3) : 62 - 77
  • [7] Effect of fiber reinforcement and distribution on unconfined compressive strength of fiber-reinforced cemented sand
    Park, Sung-Sik
    GEOTEXTILES AND GEOMEMBRANES, 2009, 27 (02) : 162 - 166
  • [8] Consolidated drained (CID) behavior of fibre reinforced cemented Toyoura sand in triaxial loading conditions
    Safdar, Muhammad
    Newson, Tim
    Shah, Faheem
    INTERNATIONAL JOURNAL OF GEO-ENGINEERING, 2021, 12 (01)
  • [9] Consolidated drained (CID) behavior of fibre reinforced cemented Toyoura sand in triaxial loading conditions
    Muhammad Safdar
    Tim Newson
    Faheem Shah
    International Journal of Geo-Engineering, 2021, 12
  • [10] Triaxial behavior of fiber-reinforced cemented sand
    Kutanaei, Saman Soleimani
    Choobbasti, Asskar Janalizadeh
    JOURNAL OF ADHESION SCIENCE AND TECHNOLOGY, 2016, 30 (06) : 579 - 593