Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (9): 2525-2534.doi: 10.16285/j.rsm.2021.0091

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A reliable-subset DIC method for deformation measurements in similarity simulation experiments of geotechnical engineering

DONG Wei1, WANG Xue-bin1, 2   

  1. 1. College of Mechanics and Engineering, Liaoning Technical University, Fuxin, Liaoning 12300, China; 2. Institute of Computational Mechanics, Liaoning Technical University, Fuxin, Liaoning 12300, China
  • Received:2021-01-13 Revised:2021-05-08 Online:2021-09-10 Published:2021-08-30
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51874162).

Abstract: During similar simulation experiments in geotechnical engineering, cracks and speckles falling off appear on the surface of the equivalent material model, and invalid areas will form at the excavation zones and model surface penetrations. However, the traditional digital image correlation (DIC) method had some limitations in these cases. To improve the applicability of the DIC method in similarity simulation experiments, a novel method was proposed based on the image feature matching algorithm. In the proposed method, firstly, reliable subsets were selected by feature matching of images before and after deformation; secondly, deformation parameters of reliable subsets were obtained by correlation operation; finally, deformation parameters of monitored points were determined by the least absolute deviation fitting of displacements of reliable subset center points in certain areas around the monitored points. To validate the proposed method, deformations of the similar simulation experiment of mining-induced fault slip were measured using the proposed method, and the results were compared with those of the traditional method. Results show that cracks and invalid areas can be accurately identified by the proposed method, and displacements measured by the proposed method are more complete than those by the traditional DIC method in the vicinity of these areas. The proposed method has strong stability for speckles falling off on the surface of the model.

Key words: geotechnical engineering, similar simulation experiment, DIC method, feature matching, least absolute deviation fitting, fault

CLC Number: 

  • TD343
[1] JIANG Xiao-tong, ZHANG Xi-wen, LÜ Ying-hui, LI Ren-jie, JIANG Hao, . Current applications and future prospects of machine learning in geotechnical engineering [J]. Rock and Soil Mechanics, 2025, 46(S1): 419-436.
[2] ZHONG Zu-liang, DU Chuan-ye, LIU Xin-rong, LI Chao, . Method for calculating frictional resistance of pipe jacking in rock strata crossing deep and large fault fracture zones [J]. Rock and Soil Mechanics, 2025, 46(3): 943-954.
[3] ZHANG Rong, ZHAO Bin, ZHENG Xiao-chuan, CHEN Ling, LU Zheng, ZHAO Yang, . Salt-inhibiting mechanism and effect of new saline soil-based foamed lightweight soil separation fault [J]. Rock and Soil Mechanics, 2025, 46(2): 515-526.
[4] ZHAO Yang-feng, GONG Zheng, WANG Kai-xing, SI Xu, LIU Yu-chun, ZHANG Li-li, LIANG Qin-feng, . Characterization of charge sensing signals during slip destabilization of faults with different roughness rock interfaces [J]. Rock and Soil Mechanics, 2025, 46(11): 3355-3370.
[5] KOCHARYAN Gevorg, OSTAPCHUK Alexey, SHATUNOV Ivan, QI Cheng-zhi. Stabilization of slip behavior of a clay-bearing fault [J]. Rock and Soil Mechanics, 2025, 46(11): 3513-3522.
[6] ZHAO Yang-feng, DING Ling, WANG Xue-bin, FAN Yi, JING Gang, . Acoustic emission and charge signal response characteristics in the process of fault stick-slip instability [J]. Rock and Soil Mechanics, 2024, 45(4): 973-990.
[7] SUN Wei-feng, HUANG Huo-lin, SUN Dong-sheng, MENG Wen, CHEN Qun-ce, . Present in situ stress measurement in the eastern segment of Yarlung Zangbo River fault and fault activity analysis [J]. Rock and Soil Mechanics, 2024, 45(4): 1129-1141.
[8] KANG Yong-shui, ZHOU Xiu-bin, LIU Bin, LU Zheng, GENG Zhi, HUANG You-qi, . Research progress on shear mechanical behavior of filled rock joints [J]. Rock and Soil Mechanics, 2024, 45(12): 3576-3595.
[9] YANG Tai-hua, HUANG You-qi, LIU Bin, KANG Yong-shui, GENG Zhi, ZHOU Xiu-bin, . Experimental investigation on shear mechanical behaviour of joints with sandy fillings [J]. Rock and Soil Mechanics, 2024, 45(12): 3645-3657.
[10] ZHANG Zhi-guo, FENG Jia-wei, ZHU Zheng-guo, ZHAO Qi-hua, SUN Miao-miao, . Mechanical response analysis of discontinuous pipeline under fault movement [J]. Rock and Soil Mechanics, 2024, 45(11): 3221-3234.
[11] ZHANG Jia-wei, CUI Zhen, ZHANG Xiang-yu, CAO Jun, . Hinged design for resisting shear displacement of a deep-buried tunnel crossing an active fault under high in-situ stress conditions [J]. Rock and Soil Mechanics, 2024, 45(11): 3333-3344.
[12] LIU Tian-xiang, ZHU Hong-hu, WU Bing, LI Hao-jie, HU Le-le, . Progressive failure mechanism of embedded strain sensing cable-frozen soil interface [J]. Rock and Soil Mechanics, 2024, 45(1): 131-140.
[13] XIE Li-huan, LIU He-juan, BAN Sheng-nan, MAO Hai-jun, XIA De-bin, SONG Yu-jia, TONG Rong-chen, YING Qi-qi, . Experimental study on shear properties of fault gouge with different mineral compositions [J]. Rock and Soil Mechanics, 2023, 44(9): 2545-2554.
[14] WANG Zu-le, KONG De-qiong, DU Yue-ming, ZHU Bin, . Extension and validation of sequential limit analysis for geotechnical problems [J]. Rock and Soil Mechanics, 2023, 44(12): 3531-3540.
[15] YU Hong, CHEN Xiao-bin, YI Li-qin, QIU Jun, GU Zheng-hao, ZHAO Hui, . Parameter inversion and application of soft soil modified Cambridge model [J]. Rock and Soil Mechanics, 2023, 44(11): 3318-3326.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!