Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (5): 1381-1394.doi: 10.16285/j.rsm.2020.0803

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Investigation of progressive damage and deterioration of sandstone under freezing-thawing cycle

LIU Jie1, 2, ZHANG Han2, WANG Rui-hong1, 2, WANG Fang2, HE Zhuo-wen2   

  1. 1. Hubei Engineering Technology Research Center of Geological Hazard Prevention, Three Gorges University, Yichang, Hubei 443002, China; 2. Key Laboratory of Geological Hazards in Three Gorges Reservoir Area, Ministry of Education, Three Gorges University, Yichang, Hubei 443002, China
  • Received:2020-06-11 Revised:2021-01-08 Online:2021-05-11 Published:2021-05-08
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(52079071,51979151), the Open Fund of Key Laboratory of Geological Hazards in Three Gorges Reservoir Area of Ministry of Education, Three Gorges University(2020KDZ07, 2020KDZ08) and the Open Fund of Guangxi Key Laboratory of Geomechanics & Geotechnical Engineering(20-Y-KF-02)。

Abstract: The variations of the diameter and mass attenuation of rock samples with the number of freezing-thawing cycles are obtained, and it is pointed out that 80 freezing-thawing cycles are the inflection points of the variation lines of diameter and mass of quartz sandstone. A technical method for the accurate CT identification of progressive damage is proposed, and the main damage areas of the sample are defined and subdivided. Moreover, the freezing-thawing damage model of progressive damage at stages before and after spalling is also established. Linear relationships between CT value, elastic modulus and porosity are established, and it is concluded that: (1) After 40 freezing-thawing cycles, the elastic modulus of the outermost ring layer is 0, and the CT value is not 0 at this time. Additionally, the ring layer doesn’t peel off. (2) After 80 freezing-thawing cycles, the CT value of the outermost layer is 0. Meanwhile, the porosity of the layer is the largest and the layer is peeling off. (3) The deterioration of the inner layer of the sample at the second stage is significantly greater than that at the first stage. According to this finding, the bundle hoop effect of the outer layer and the accelerated degradation effect of the inner layer are proposed, which can also be explained based on the mechanical mechanism. On the basis of images of changes in porosity, loss rate of elastic modulus and mesopore after several freezing-thawing cycles, the development and evolution of progressive damage are further quantitatively illustrated. Based on the variation law of elastic modulus and porosity with the number of freezing-thawing cycles, respectively, the degradation factor “ ” of the freezing-thawing elastic modulus is defined, and a formula for predicting the elastic modulus degradation of progressive damage is also established based on the zone division of progressive damage. Finally, the feasibility of the above method is verified by comparing the calculated values with the measured values.

Key words: precise CT identification technology, progressive freezing-thawing damage, bundle hoop effect, mesopore variation, degradation factor of elastic modulus

CLC Number: 

  • TU 411
[1] PAN Chao-fan, ZHANG Chen, ZHANG Xing-xing, CAI Zheng-yin, WANG Xu-dong, . Creep characteristics and model of salinized silt [J]. Rock and Soil Mechanics, 2025, 46(11): 3383-3394.
[2] SHAO Guo-jian, MAO Ze-hui, SU Yu-chen, JIAO Hong-cheng, LYU Ya-ru. Investigation into transmission coefficient of calcareous sand: waveform coupling effects and gradient boosting prediction method [J]. Rock and Soil Mechanics, 2025, 46(11): 3661-3672.
[3] DU Chang-bo, ZHANG Cheng-wei, LIANG Bing, YI Fu, ZHANG Xiang-guo, LI Jiang-shan, SUN Qi, HUANG Hui-jie, . Performance and mechanism of chitosan-synergized EICP for solidification/stabilization of graphite tailings [J]. Rock and Soil Mechanics, 2025, 46(10): 3143-3156.
[4] LIU Zi-han, ZHAO Guo-cheng, XIAO Long-fei, . Experimental study on adhesive characteristics of deep-sea sediments to polymetallic nodule particle [J]. Rock and Soil Mechanics, 2025, 46(10): 3167-3174.
[5] LIU Xian-shan, SUN Meng, ZHENG Zhi-wei, XIONG Zhen-yu, YU Ming-zhi, CAO Yi-ting, SONG Yu-lin , HUANG Zi-xuan, . Modes and efficiency of two-phase displacement flow in complex pores [J]. Rock and Soil Mechanics, 2025, 46(8): 2363-2375.
[6] ZHANG Qi, WANG Ju, LIU Jiang-feng, CAO Sheng-fei, XIE Jing-li, CHENG Jian-feng, . Core disposal elements spacing design for high-level radioactive waste repository under coupled thermo-hydro-mechanical condition [J]. Rock and Soil Mechanics, 2025, 46(8): 2626-2638.
[7] CAO Yi, RONG Chuan-xin, WANG Yan-sen, CHANG Lei, WANG Bin, . Mechanical response and constitutive modeling of frozen calcareous clay under complex multi-axial stress paths [J]. Rock and Soil Mechanics, 2025, 46(7): 2071-2084.
[8] CHEN Jia-rui, FAN Bao-yun, YE Jian-hong, ZHANG Chun-shun, . Particle breakage and its evolution model of calcareous sand through triaxial tests [J]. Rock and Soil Mechanics, 2025, 46(7): 2095-2105.
[9] OUYANG Miao, ZHANG Hong-ri, WANG Gui-yao, DENG Ren-rui, GUO Ou, WANG Lei, GAO You, . Optimization of the ratio of expansive soil improved by biological matrix based on response surface method [J]. Rock and Soil Mechanics, 2025, 46(5): 1368-1378.
[10] LIU Hong-shuai, YANG Jian-sheng, SONG Dong-song, SUN Qiang-qiang, . Centrifuge modeling on ground response of dry sand site under near-fault pulsed and non-pulsed ground motions [J]. Rock and Soil Mechanics, 2025, 46(5): 1429-1441.
[11] WU Qing-qian, SHI Lu, LI Xiao-chun, BAI Bing, . Experimental study on effects of H2O and supercritical CO2 on mechanical properties of sandstone with a low clay mineral content [J]. Rock and Soil Mechanics, 2025, 46(5): 1442-1454.
[12] ZHENG Shu-wen, LIU Song-yu, LI Di, TONG Li-yuan, WU Kai, . Experimental study on mechanical properties of expansive soil-based lightweight foam soil [J]. Rock and Soil Mechanics, 2025, 46(5): 1455-1465.
[13] SHI Zhan, ZHANG Tie-jun, LI Mei-xiang, TAO Si-ji, BO Yin, LI Yun-bo, . Model test of horizontal freezing reinforcement in mud tank of slurry balanced shield [J]. Rock and Soil Mechanics, 2025, 46(5): 1534-1544.
[14] WU Lin-yu, MIAO Lin-chang, SUN Xiao-hao, . Effect of polyacrylamide on sand solidification using enzyme-induced carbonate precipitation [J]. Rock and Soil Mechanics, 2025, 46(5): 1573-1580.
[15] GAO Ping-hong, GAO Chen-bo, PENG Cheng-wei, LIU Fei-yu, . Model test and discrete element analysis of granite residual soil slopes under rainfall conditions [J]. Rock and Soil Mechanics, 2025, 46(5): 1632-1642.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!