Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 658-664.doi: 10.16285/j.rsm.2020.0281

• Testing Technology • Previous Articles     Next Articles

Visual analysis method of weak structural planes based on multiple frequency ultrasound imaging features

ZOU Xian-jian1, MA Zhi-min2, WANG Chuan-ying1, SONG Huan3   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. School of Electronic Information, Wuhan University, Wuhan, Hubei 430072, China; 3. Innovation Academy for Precision Measurement Science and Technology, Chinese Academy of Sciences, Wuhan, Hubei 430077, China
  • Received:2020-03-13 Revised:2021-02-02 Online:2022-06-30 Published:2022-07-15
  • Supported by:
    This work was supported by the Young Scholars of National Natural Science Foundation of China(42007266) and the General Program of Natural Science Foundation of Hubei(2019CFB345).

Abstract: The morphological characteristics and deformation failure modes of weak structures in rock and soil mass under certain loading conditions are of great significance to the slope stability in geotechnical engineering, while the visual analysis of the inner weak structural planes and their feature description often lack effective field testing means. Therefore, a method for the visual analysis of weak structural planes based on the characteristics of multiple frequency ultrasound imaging is proposed. This method obtains the ultrasonic scanning image of the weak structures at different angles and frequencies under corresponding conditions using multiple frequency ultrasonic waves, analyzes the reflection attenuation feature and the gradient feature of the difference image statistically, and establishes the qualitative and quantitative analysis of the imaging features, so as to realize the visualization analysis of the weak structure in rock and soil mass. The method realizes the real-time imaging detection and visual monitoring of internal weak structure of the rock and soil mass, and solves the existing drawbacks that the in-situ imaging detection of internal weak structures cannot be achieved and the problem of the precise analysis of local structure planes for rock and soil. It provides a new technical approach for the instability mechanism research induced by the weak structures of rock and soil mass during the geotechnical engineering and geological investigation.

Key words: ultrasound imaging, weak structural plane, visual analysis, reflection loss, morphological characteristics

CLC Number: 

  • O 319.56
[1] CHENG Liang, XU Jiang, ZHOU Bin, PENG Shou-jian, YAN Fa-zhi, YANG Xiao-bo, YANG Wen-jian . The influence of different gas pressures on the propagation law of coal and gas outburst two-phase flow [J]. Rock and Soil Mechanics, 2020, 41(8): 2619-2626.
[2] WANG Jin-chao, TAO Dong-xin, HUANG Yan-qing, WANG Chuan-ying, HAN Zeng-qiang, HU Sheng, . Borehole imaging method based on ultrasonic synthetic aperture technology [J]. Rock and Soil Mechanics, 2019, 40(S1): 557-564.
[3] ZHANG Qing-zhao, SHEN Ming-rong, DING Wen-qi. Study of shear creep constitutive model of greenschist structural plane [J]. , 2012, 33(12): 3632-3638.
[4] LI Ming-chao, WANG Zhong-yao, LIU Jie. Stability analysis and three-dimensional visual simulation system of landslide at reservoir banks [J]. , 2009, 30(1): 270-274.
[5] LI Peng , LIU Jian , ZHU Jie-bing , HE Huai-jian . Research on effects of water content on shear creep behavior of weak structural plane of sandstone [J]. , 2008, 29(7): 1865-1871.
[6] LI Ming-chao , HU Xing-e , AN Na , LIU Jie . 3-D geological modeling and visual analysis of landslide mass [J]. , 2008, 29(5): 1355-1360.
[7] DONG Bi-chang , WANG Jing-tao , CHENG Tao,. Simulation studies on stability of slope with contact element [J]. , 2006, 27(7): 1105-1108.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!