An image-based method for evaluating local deformations of saturated sand in undrained torsional shear tests

被引:6
|
作者
Zhao, Chuang [1 ,2 ]
Koseki, Junichi [2 ]
机构
[1] Zhejiang Univ, Dept Civil Engn, Key Lab Soft Soils & Geoenvironm Engn, MOE, Hangzhou 310058, Peoples R China
[2] Univ Tokyo, Dept Civil Engn, Bunkyo Ku, 7-3-1 Hongo, Tokyo 1138654, Japan
基金
中国博士后科学基金;
关键词
Undrained torsional shear test; Image analysis; Coordinate correction; Verification; Sand specimen; Local deformation; STRAIN LOCALIZATION; VOLUME CHANGES; TOYOURA SAND; EVOLUTION; BANDS; BEHAVIOR;
D O I
10.1016/j.sandf.2020.02.012
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An image-based measurement system was developed to evaluate the induced local deformations of saturated sand specimens in undrained torsional shear tests. The images of specimens taken by a camera in front of a pressure chamber were noticeably distorted. To correct the errors caused by the curvature of the specimens and by the refraction of rays traveling through water, acrylic resin, and the atmosphere, a coordinate correction method was proposed to convert the apparent coordinates obtained from the distorted specimen image into the real coordinates under planar conditions. This method was verified using a rigid dummy specimen and was illustrated using a sand specimen as an example. The results obtained indicate that the resolution of displacement measurements is approximately 0.01 mm, representing approximately 3.3e-5 of the specimen height. Moreover, high measurement accuracy is obtained even if the dummy specimen has undergone a rotation of up to 26.4 degrees. This measurement system was further extended to directly evaluate the local deformation of sand specimens through a transparent membrane. The direct and indirect evaluations indicate that the direct evaluation is more effective for quantitatively representing specimen deformation than indirect evaluation since membrane wrinkles and vertical slippage between the specimen and membrane occurred during liquefaction. (C) 2020 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
引用
收藏
页码:608 / 620
页数:13
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共 41 条
  • [1] Local deformation behaviour of saturated silica sand during undrained cyclic torsional shear tests using image analysis
    Zhao, Chuang
    Koseki, Junichi
    Liu, Weichen
    [J]. GEOTECHNIQUE, 2020, 70 (07): : 621 - 629
  • [2] Image based local deformation measurement of saturated sand specimen in undrained cyclic triaxial tests
    Zhao, Chuang
    Koseki, Junichi
    Sasaki, Tomoko
    [J]. SOILS AND FOUNDATIONS, 2018, 58 (06) : 1313 - 1325
  • [3] Strain localization characteristics of loose saturated Toyoura sand in undrained cyclic torsional shear tests with initial static shear
    Chiaro, Gabriele
    Kiyota, Takashi
    Koseki, Junichi
    [J]. SOILS AND FOUNDATIONS, 2013, 53 (01) : 23 - 34
  • [4] UNDRAINED SHEAR STRENGTH OF PARTIALLY SATURATED SAND IN TRIAXIAL TESTS
    Kamata, Toshiyuki
    Tsukamoto, Yoshimichi
    Ishihara, Kenji
    [J]. BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2009, 42 (01): : 57 - 62
  • [5] Direct and Indirect Local Deformations of Sand in Undrained Cyclic Triaxial Tests by Image Analysis Technique
    Zhao, Chuang
    Koseki, Junichi
    Miyashita, Yukika
    [J]. ADVANCES IN LABORATORY TESTING AND MODELLING OF SOILS AND SHALES (ATMSS), 2017, : 215 - 222
  • [6] Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests
    Chiaro, Gabriele
    Koseki, Junichi
    Sato, Takeshi
    [J]. SOILS AND FOUNDATIONS, 2012, 52 (03) : 498 - 510
  • [7] Undrained cyclic shear response evaluation of sand based on undrained monotonic ring shear tests
    Trandafir, A
    Sassa, K
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2004, 24 (11) : 781 - 787
  • [8] A stress-strain description of saturated sand under undrained cyclic torsional shear loading
    De Silva, Laddu Indika Nalin
    Koseki, Junichi
    Chiaro, Gabriele
    Sato, Takeshi
    [J]. SOILS AND FOUNDATIONS, 2015, 55 (03) : 559 - 574
  • [9] Study of drained shear tests of saturated fine sand based on digital image measuring
    Guo Ying
    Wang Jian
    [J]. ROCK AND SOIL MECHANICS, 2012, 33 (01) : 24 - 30
  • [10] Deformation and cyclic resistance of sand in large-strain undrained torsional shear tests with initial static shear stress
    Umar, Muhammad
    Chiaro, Gabriele
    Kiyota, Takashi
    Ullah, Nazish
    [J]. SOILS AND FOUNDATIONS, 2021, 61 (03) : 765 - 781