Abstract:Volume and deformation measurement is in great significance for characterizing soil and rock mechanical behavior. In this paper,a new dynamic image-based multi-camera and multi-media photogrammetric method is proposed to measure soil deformation during triaxial testing under dynamic loading. With videos captured by multiple cameras from different view angles,dynamic images can be extracted. Together with the camera calibration results based on dynamic images and the multi-media photogrammetric method,volume and deformation of soil during triaxial testing can be measured under dynamic loading. With help of a six single lens reflex camera video capturing system,triaxial test was conducted on a steel cylinder and two silt specimens to validate the feasibility and full-field deformation measurement capability of the proposed method. Triaxial test on steel cylinder shows that the volume measurement can be made based on dynamic images at a high accuracy. The result from the triaxial test on silt specimens demonstrates that the proposed method is capable of continuous soil volume and full-field deformation measurement under dynamic loading. The proposed method overcomes the limitations associated with the conventional methods and extends the application of the multi-media photogrammetric method from static loading condition to dynamic loading condition. Continuous volume and full-field deformation measurement are beneficial for advanced characterization of soil behavior under dynamic loading.
[1] BISHOP A W,DONALD I B. The experimental study of partly saturated soil in the triaxial apparatus[C]// Proceedings of the 5th International Conference on Soils Mechanic. Paris:[s. n.],1961:13–21.
[2] JOSA A,ALONSO E E,LLORET A,et al. Stress-Strain behaviour of partially saturated soils[C]// Proceedings of the 9th European Conference on Soil Mechanics and Foundation Engineering. Dublin,Ireland:[s. n.],1987:561–564.
[3] CUI Y J,DELAGE P. Yielding and plastic behavior of an unsaturated compacted silt[J]. Geotechnique,1996,46(2):291–311.
[4] NG C W,ZHAN L T,CUI Y J. A new simple system for measuring volume changes in unsaturated soils[J]. Canadian Geotechnical Journal,2002,39(3):757–764.
[5] CLAYTON C R,KHATRUSH S A,BICAAV D. Hall effect sensors in geotechnical instrumentation[J]. Geotechnical Testing Journal,1989,12(1),69–76.
[6] DE COSTA-FILHO L M. Measurement of axial strains in triaxial tests on London Clay[J]. Geotechnical Testing Journal,1982,8(1):3–13.
[7] CLAYTON C,KHATRUSH S A. A new device for measuring local axial strains on triaxial specimens[J]. Geotechnique,1986,36(4):593–597.
[8] ROMERO E,FACIO J A,LLORET A,et al. A new suction and temperature controlled triaxial apparatus[C]// Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering. Hamburg,Germany:[s. n.],1997:185–188.
[9] LAUDAHN A,SOSNA K,BOHA´Cˇ J. Simple method for air volume change measurement in triaxial tests[J]. Geotechnical Testing Journal,2005,28(3):313–318.
[10] MACARI E J,PARKEN J,COSTES N C. Measurement of volume changes in triaxial tests using digital imaging techniques[J]. Geotechnical Testing Journal,1997,20(1):103–109.
[11] LIN H,PENUMADU D. Strain localization in combined axialtorsional testing on kaolin clay[J]. Journal of Engineering Mechanics,2006,132(5):555–564.
[12] GACHET P,GEISER F,LALOUI L,et al. Automated digital image processing for volume change measurement in triaxial cells[J]. Geotechnical Testing Journal,2007,30(2):98–103.
[13] UCHAIPICHAT A,KHALILI N,ZARGARBASHI S. A temperature controlled triaxial apparatus for testing unsaturated soils[J]. Geotechnical Testing Journal,2011,34(5):424–432.
[14] 邵龙潭,郭晓霞,刘 港,等. 数字图像测量技术在土工三轴试验中的应用[J]. 岩土力学,2015,36(增1):669–684.(SHAO Longtan,GUO Xiaoxia,LIU Gang,et al. Application of digital image processing technique to measuring specimen deformation in triaxial test[J]. Rock and Soil Mechanics,2015,36(Supp.1):669–684.(in Chinese))
[15] 邵龙潭,刘 潇,郭晓霞,等. 土工三轴试验试样全表面变形测量的实现[J]. 岩土工程学报,2012,34(3):409–415.(SHAO Longtan,LIU Xiao,GUO Xiaoxia,et al. Whole surface deformation measurement of triaxial soil specimen based on digital image processing[J]. Chinese Journal of Geotechnical Engineering,2012,34(3):409–415.(in Chinese))
[16] WHITE D,RANDOLPH M F,THOMPSON B. An image-based deformation measurement system for the geotechnical centrifuge[J]. International Journal of Physical Modelling in Geotechnics,2005,5(3):1–12.
[17] LU N,KAYA M. A drying cake method for measuring suction-stress characteristic curve,soil-water-retention curve,and hydraulic conductivity function[J]. Geotechnical Testing Journal,2013,36(1):1–19.
[18] BHANDARI A R,POWRIE W,HARKNESS R M. A digital image-based deformation measurement system for triaxial tests[J]. Geotechnical Testing Journal,2012,35(2):209–226.
[19] WANG P,GUO X,SANG Y,et al. Measurement of local and volumetric deformation in geotechnical triaxial testing using 3D-digital image correlation and a sub-pixel edge detection algorithm[J]. Acta Geotechnica,2020,15(10):2 891–2 904.
[20] TANG Y,OKUBO S,XU J,et al. Progressive failure behaviors and crack evolution of rocks under triaxial compression by 3D digital image correlation[J]. Engineering Geology,2019,249:172–185.
[21] SALAZAR S E,BARNES A,COFFMAN R A. Development of an internal camera-based volume determination system for triaxial testing[J]. Geotechnical Testing Journal,2015,38(4):549–555.
[22] ZHANG X,LI L,CHEN G,et al. A photogrammetry-based method to measure total and local volume changes of unsaturated soils during triaxial testing[J]. Acta Geotechnica,2015,10(1):55–82.
[23] LI L,ZHANG X,CHEN G,et al. Measuring unsaturated soil deformations during triaxial testing using a photogrammetry-based method[J]. Canadian Geotechnical Journal,2016,53(3):472–489.
[24] LI L,LI P,LU Y,et al. Visualization of non-uniform soil deformation during triaxial testing[J]. Acta Geotechnica,2021,16(2):3 439– 3 454.
[25] 蔡 阳,李 林,路 毅. 三轴试样绝对体积测量方法研究[J]. 岩土工程学报,2021,43(12):2 302–2 309.(CAI Yang,LI Lin,LU Yi. Research on the absolute volume measurement method of triaxial specimens[J]. Chinese Journal of Geotechnical Engineering,2021,43(12):2 302–2 309.(in Chinese))
[26] 崔 治,胡新江,肖 巍. HKUST体变测量方法在动三轴中的应用[J]. 地震工程学报,2014,36(4):1 098–1 101.(CUI Zhi,HU Xinjiang,XIAO Wei. Application of HKUST volume change measurement method on triaxial tests under dynamic loading[J]. Chinese Journal of Earthquake Engineering,2014,36(4):1 098–1 101. (in Chinese))
[27] SHAO L,YANG S,SANG Y,et al. Application of digital image processing technology in dynamic triaxial test of soil mechanics[J]. Journal of Theoretical and Applied Information Technology,2013,48(3):1 358–1 365.
[28] FAYEK S,XIA X,LI L,et al. A photogrammetry-based approach to determine the absolute volume of soil specimen during triaxial testing[J]. Journal of the Transportation Research Board,2020,2674(8):206–218.