冻融砂岩,损伤,多尺度,物理机制,宏-细观结合 ," /> 冻融砂岩,损伤,多尺度,物理机制,宏-细观结合 ,"/> Multi-scale analysis of damage evolution of freezing-thawing red sandstones

Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (8): 2103-2114.doi: 10.16285/j.rsm.2021.1726

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Multi-scale analysis of damage evolution of freezing-thawing red sandstones

ZHANG Hui-mei, WANG Yun-fei   

  1. Department of Mechanics, Xi'an University of Science and Technology, Xi’an, Shaanxi 710054, China
  • Received:2021-10-14 Revised:2022-02-12 Online:2022-08-11 Published:2022-08-17
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (12172280, 42077274, 41907259) and the Key Program of Natural Science Foundation of Shaanxi (2020JZ-53).

Abstract: We take red sandstone as the research object and apply the freeze-thaw cycles, CT scans and mechanical properties experiments. We use image processing technology combined with genetic algorithm optimization model to achieve the denoise, enhancement, segmentation and three-dimensional reconstruction of CT scan images after 0, 5, 10, 20, and 40 freeze-thaw cycles. With the damage identification and comparative study of the same object across scales, we established a prediction formula of elastic modulus deterioration based on mesoscopic damage. Therefore, the macroscopic mechanical behavior of freeze-thaw red sandstones can be interpreted from the physical nature of the material meso-structure. The results show that genetic algorithm based on image maximum entropy can quickly and accurately select the threshold for image segmentation, and achieve the recognition of matrix and defects in rock meso-structure. With the increase of freezing and thawing cycles, the porosity of rock increases, and the fractal dimension of pore decreases. On the meso-scale, the evolution shows that the pores expand and the number increases, but the structural complexity decreases. The macroscopic and mesoscopic damage variables defined by the traditional methods are based on the effective bearing area and elastic modulus, and they fail to fully consider the damage physical mechanism and the internal structure information of the material. The damage evolution curves are different. Based on the two physical mechanisms, we define the meso-damage variable and the macro-damage variable that considers the natural rock damage, which achieves the combination of macroscopic and mesoscopic damages. Finally, according to the relationship between meso-structure evolution and macroscopic mechanical response in the process of freeze-thaw cycles, we propose a prediction formula of elastic modulus degradation, and analyze the different dominant roles of pore size and pore structure morphology through the damage process. We interpret the mechanical mechanism of macroscopic sandstone freeze-thaw damage based on the meso-structure physical mechanisms.

Key words: freeze-thaw sandstone, damage, multi-scale, physical mechanism, macro-meso combination

CLC Number: 

  • TU 454
[1] HOU Yong-qiang, YIN Sheng-hua, YANG Shi-xing, ZHANG Min-zhe, LIU Hong-bin, . Mechanical response and energy damage evolution process of cemented backfill under impact loading [J]. Rock and Soil Mechanics, 2022, 43(S1): 145-156.
[2] YANG Ke, ZHANG Zhai-nan, CHI Xiao-lou, LÜ Xin, WEI Zhen, LIU Wen-jie, . Experimental study on crack evolution and damage characteristics of water bearing sandstone under cyclic loading [J]. Rock and Soil Mechanics, 2022, 43(7): 1791-1802.
[3] ZHOU Fu-chuan, TANG Hong-mei, WANG Lin-feng. Catastrophe prediction of compression-induced fracturing and failure for a tower-shaped unstable rock mass with gentle dip angle [J]. Rock and Soil Mechanics, 2022, 43(5): 1341-1352.
[4] FAN Jie, ZHU Xing, HU Ju-wei, TANG Yao, HE Chun-lei, . Experimental study on crack propagation and damage monitoring of sandstone using three-dimensional digital image correlation technology [J]. Rock and Soil Mechanics, 2022, 43(4): 1009-1019.
[5] LIU Yun-he, WANG Qi, NING Zhi-yuan, MENG Xiao, DONG Jing, YANG Di-xiong, . Development of a linear parallel bond model considering damage and parameter influence analysis [J]. Rock and Soil Mechanics, 2022, 43(3): 615-624.
[6] ZHENG Wen-hong, SHI Tian-wei, PAN Yi-shan, LUO Hao, LÜ Xiang-feng, . Effects of water content on the charge induced signal of rock [J]. Rock and Soil Mechanics, 2022, 43(3): 659-668.
[7] XU Jian, WU Zhi-peng, CHEN Hui, . Triaxial shear behavior of basalt fiber reinforced loess under drying-wetting cycles [J]. Rock and Soil Mechanics, 2022, 43(1): 28-36.
[8] ZHANG Chao, YANG Chu-qing, BAI Yun. Investigation of damage evolution and its model of rock-like brittle materials [J]. Rock and Soil Mechanics, 2021, 42(9): 2344-2354.
[9] CHEN Shi-jie, XIAO Ming, WANG Xiao-wei, CHEN Jun-tao, . Numerical analysis of seismic damage characteristics of an underground cavern intersected by a steeply dipped fault [J]. Rock and Soil Mechanics, 2021, 42(9): 2600-2610.
[10] JIANG Hao-peng, JIANG An-nan, YANG Xiu-rong. Statistical damage constitutive model of high temperature rock based on Weibull distribution and its verification [J]. Rock and Soil Mechanics, 2021, 42(7): 1894-1902.
[11] JIA Peng, YANG Qi-yao, LIU Dong-qiao, WANG Shu-hong, ZHAO Yong, . Physical and mechanical properties and related microscopic characteristics of high-temperature granite after water-cooling [J]. Rock and Soil Mechanics, 2021, 42(6): 1568-1578.
[12] LI Xin-wei, YAO Zhi-shu, HUANG Xian-wen, LIU Zhi-xi, ZHAO Xiang, MU Ke-han, . Investigation of deformation and failure characteristics and energy evolution of sandstone under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2021, 42(6): 1693-1704.
[13] MA Qiu-feng, LIU Zhi-he, QIN Yue-ping, TIAN Jing, WANG Shu-li, . Rock plastic-damage constitutive model based on energy dissipation [J]. Rock and Soil Mechanics, 2021, 42(5): 1210-1220.
[14] LIU Xin-rong, XU Bin, ZHOU Xiao-han, XIE Ying-kun, HE Chun-mei, HUANG Jun-hui, . Investigation on macro-meso cumulative damage mechanism of weak layer under pre-peak cyclic shear loading [J]. Rock and Soil Mechanics, 2021, 42(5): 1291-1303.
[15] LIU Jie, ZHANG Han, WANG Rui-hong, WANG Fang, HE Zhuo-wen, . Investigation of progressive damage and deterioration of sandstone under freezing-thawing cycle [J]. Rock and Soil Mechanics, 2021, 42(5): 1381-1394.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .