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Volume 34 Issue 3
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SHAO Long-tan, LIU Xiao, GUO Xiao-xia, HUANG Chuan, JU Peng, YANG Song, XUE Jie. Whole surface deformation measurement of triaxial soil specimen based on digital image processing[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 409-415.
Citation: SHAO Long-tan, LIU Xiao, GUO Xiao-xia, HUANG Chuan, JU Peng, YANG Song, XUE Jie. Whole surface deformation measurement of triaxial soil specimen based on digital image processing[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 409-415.
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Whole surface deformation measurement of triaxial soil specimen based on digital image processing

  • 1. State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian116024, China; 2. Department of Computer Science, Wuhan Polytechnic University, Wuhan 430022, China; 3. Shan Dong C & G Engineering Construction Co., Ltd., Qingdao 266100, China; 4. Faculty of Electronic Information and Engineering, Dalian University of Technology, Dalian116024, China; 5. Department of Information Engineering, Dalian Ocean University, Dalian116023, China

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  • Received Date: March 11, 2011
  • Published Date: March 29, 2012
    Graphical Abstract
    • Abstract
  • An automatic digital image processing technique is presented for whole-surface measurement of specimens' deformations during triaxial tests. This method incorporates digital imaging techniques and computer-aided analysis to assess the deformation throughout a triaxial test. A detailed description of hardware as well as other equipment is provided. Regulated power supply along with a darkened chamber is adopted to ensure the stability of the lighting environment. Data analysis methodology including distortion correction, pixel equivalent normalization, strain field calculation and data splicing is provided. The calculation of strain is based on the assumption that in each neighborhood of time and space, specimen only deforms along radial. Finally, the advantage of this whole-surface deformation measurement in analyzing deformation localization for triaxial tests is discussed through results obtained from drained triaxial tests on saturated sand.
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    • References (15)
  • [1]
    ALSHIBLI K A, STURE S. Sand shear band thickness measurements by digital imaging techniques[J]. Journal of Computing in Civil Engineering, 1999, 13 (2): 103 – 109.
    [2]
    GULER M, EDIL T B, BOSSCHER P J. Measurement of particle movement in granular soils using image analysis[J]. Journal of Computing in Civil Engineering, 1999, 13 (2): 116 – 122.
    [3]
    HARRIS W W, VIGGIANI G, MOONEY M A, FINNO R J. Use of stereophotogrammetry to analyze the development of shear bands in sand[J]. Geotechnical Testing Journal, 1995, 18 (4): 405 – 420.
    [4]
    DESRUES J, BESUELLE P, LEWIS H. Strain localization in geomaterials[M]. London: Geological Society, Special Publications, 2007, 289 : 47 – 73.
    [5]
    MACARI E J, PARKER J K, COSTES N C. Measurement of volume changes in triaxial tests using digital imaging techniques[J]. Geotechnical Testing Journal, 1997, 20 (1): 103 – 109.
    [6]
    ALSHIBLI K A, Al-Hamdan M Z. Estimating volume change of soil specimen from planar images[J]. Computer-Aided Civil and Infrastructhre Engineering, 2001, 16 (6): 415 – 421.
    [7]
    PHILIPPE J, FRANCOISE G, LYESSE L, et al. Automated digital image processing for volume change measurement in triaxial cells[J]. Geotechnical Testing Journal, 2006, 30 (2): 98 – 103.
    [8]
    邵龙潭 , 王助贫 , 韩国城 , 等 . 三轴试验土样径向变形的计算机图像测量 [J] ，岩土工程学报 , 2001, 23 (3): 337 – 341. (SHAO Long-tan, WANG Zhu-pin, HAN Guo-cheng, et al. Digital image processing technique for measurement of the radial deformation of specimen in triaxial test[J]. Chinese Journal of Geotechnical Engineering, 2001, 23 (3): 337 – 341. (in Chinese))
    [9]
    王助贫 , 邵龙潭 , 孙益振 . 基于数字图像测量技术的粉煤灰三轴试样剪切带研究 [J]. 岩土工程学报 , 2006, 28 (9): 1163 – 1167. (WANG Zhu-pin, SHAO Long-tan, SUN Yi-zhen. Study on shear band of fly ash triaxial specimen based on digital image processing technique[J]. Chinese Journal of Geotechnical Engineering, 2006, 28 (9): 1163 – 1167. (in Chinese))
    [10]
    邵龙潭 , 董建军 , 刘永禄 , 等 . 基于亚像素角点检测的试样变形图像测量方法 [J]. 岩土力学 , 2008, 29 (5): 1329 – 1333. (SHAO Long-tan, DONG Jian-jun, LIU Yong-lu, et al. Digital image measurement method of measuring triaxial specimen deformation based on sub-pixel accurate corner locator[J]. Rock and Soil Mechanics, 2008, 29 (5): 1329 – 1333. (in Chinese))
    [11]
    董建军 . 基于数字图像测量的非饱和压实土应力–应变特性研究 [D]. 大连 : 大连理工大学 , 2007. (DONG Jian-jun. Study of stress-strain characteristics of unsaturated computed soil based on digital image measurement[D]. Dalian: Dalian University of Technology, 2007. (in Chinese))
    [12]
    王 春 . 土工三轴试验试样表面变形场的测量 [D]. 大连 : 大连理工大学 , 2008. (WANG Chun. Measurement of soil specimen surface deformation field in tri-axial test[D]. Dalian: Dalian University of Technology, 2008. (in Chinese))
    [13]
    程 丽 . 三轴试样表面应变场测量的应用研究初步 [D]. 大连 : 大连理工大学 , 2008. (CHENG Li. Preliminary application study on strain field measurement of triaxial specimen[D]. Dalian: Dalian University of Technology, 2008. (in Chinese))
    [14]
    孔 斌 , 方廷建 . 一种简单而精确的径向畸变标定方法 [J]. 中国图像图形学报 , 2004, 9 (4): 429 – 434. (KONG Bin, FANG Ting-jian. A simple and precise method for radial distortion calibration[J]. Journal of Image and Graphics, 2004, 9 (4): 429 – 434. (in Chinese))
    [15]
    杨必武 , 郭晓松 . 摄像机镜头非线性畸变校正方法综述 [J]. 中国图像图形学报 , 2005, 10 (3): 269 – 274. (YANG Bi-wu, GUO Xiao-song. Overview of nonlinear distortion correction of camera lens[J]. Journal of Image and Graphics, 2005, 10 (3): 269 – 274. (in Chinese))
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