›› 2018, Vol. 39 ›› Issue (8): 2795-2804.doi: 10.16285/j.rsm.2016.2527

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on influence of dynamic disturbance on deformation behavior of rock under stress relaxation

LI Shuai, ZHU Wan-cheng, NIU Lei-lei, LI Ru-fei, LI Shao-hua   

  1. Center for Rock Instability and Seismicity Research, School of Resource and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, China
  • Received:2016-10-27 Online:2018-08-11 Published:2018-09-02
  • Supported by:

    This work was supported by the National Key Research and Development Program of China (2016YFC0801607), the National Natural Science Foundation of China (51525402, 51761135102), the Fundamental Research Funds for the Central Universities of China (N170108028, N170106003) and the General Program of China Postdoctoral Science Foundation (2018M631810).

Abstract: The self-developed stress relaxation-dynamic disturbance test apparatus was used to measure the axial stress, axial strain and acoustic emission of rock subjected to loading and stress relaxation, dynamic disturbance. From the experimental results, it was found that the stress of rock specimen declined and its strain increased after the dynamic disturbance. In addition, the characteristics of sandstone were more obvious than that of granite. The preliminary study suggests that one reason for this phenomenon is likely related to the irreversible damage in the rock during the stress relaxation-disturbance process. Another reason is related to residual strain induced by the dynamic disturbance. During initial compaction and elastic phase, it is found that AE hits seldom occurs, while in the peak near the peak stress, AE hits instantly increases; during stress relaxation phase, the AE hits decrease, and it may increase instantly when triggered by dynamic loading. Clearly, the acoustic emission signal is induced by the damage evolution of rock, thus the AE data may reflect that the induced rock damage is one reason for the phenomenon of stress decline and strain increase. In addition, the quasi-static cycling loading and unloading test is conducted to quantify the residual strain of rock under the different loading levels. The residual strain in sandstone specimen is much larger than that in granite specimen, which corresponds well with the obvious phenomenon of stress decline and strain increase. In addition, the residual deformation increases with the rising initial unloading deformation both in stress relaxation-disturbance testing and quasi-static cycling loading and unloading test. Also, it should be mentioned that, the damage in rock is closely associated with residual strain, thus the both the rock and residual deformation may contribute to the phenomenon of stress decline and strain increase of rock specimen during stress relaxation-dynamic disturbance test of rock.

Key words: rock deformation, stress relaxation, dynamic disturbance, acoustic emission (AE), residual deformation

CLC Number: 

  • TU 452

[1] WANG Chuang-ye, CHANG Xin-ke, LIU Yi-Lin, GUO Wen-bin, . Spectrum evolution characteristics of acoustic emission during the rupture process of marble under uniaxial compression condition [J]. Rock and Soil Mechanics, 2020, 41(S1): 51-62.
[2] SONG Yi-min, DENG Lin-lin, LÜ Xiang-feng, XU Hai-liang, ZHAO Ze-xin, . Study of acoustic emission characteristics and deformation evolution during rock frictional sliding [J]. Rock and Soil Mechanics, 2019, 40(8): 2899-2906.
[3] ZHAO Zhen-hua, ZHANG Xiao-jun, LI Xiao-cheng, . Experimental study of stress relaxation characteristics of hard rocks with pressure relief hole [J]. Rock and Soil Mechanics, 2019, 40(6): 2192-2199.
[4] WU Qiu-hong, ZHAO Fu-jun, WANG Shi-ming, ZHOU Zhi-hua, WANG Bin, LI Yu, . Mechanical response characteristics of full grouted rock bolts subjected to dynamic loading [J]. Rock and Soil Mechanics, 2019, 40(3): 942-950.
[5] CUI De-shan, CHEN Qiong, XIANG Wei, WANG Jing-e, . Experimental study of stress relaxation characteristics of saturated sliding zone soils of Huangtupo landslide under triaxial compression [J]. Rock and Soil Mechanics, 2018, 39(S2): 209-216.
[6] HOU Gong-yu, LI Xiao-rui, LIANG Hong-yao, LIANG Jin-ping, ZHOU Meng-hui, CUI Yong-ke,. Research on proportion of high strength gypsum materials and its application to excavation unloading test of surrounding rock specimen(thick wall cylinder) [J]. , 2018, 39(S1): 159-166.
[7] ZHANG Chun-xiao, XIAO Hong-bin, BAO Jia-miao, YIN Ya-hu, YIN Duo-lin. Stress relaxation model of expansive soils based on fractional calculus [J]. , 2018, 39(5): 1747-1752.
[8] DUAN Min-ke, JIANG Chang-bao, YU Huan, LU Tian-yu, NIU Bin-wei, SUN Dong-ling,. Experimental research on energy dissipation and seepage properties of coal under loading-unloading conditions at different stress levels [J]. , 2018, 39(4): 1346-1354.
[9] HUANG Xiao-hong, SUN Guo-qing, ZHANG Kai-yue,. Localisation of Geiger acoustic emission source based on all-phase analysis and several times cross-correlation [J]. , 2018, 39(4): 1362-1368.
[10] ZHAO Kai, ZHOU Jian-jun, SUN Tian, LIU De-yang,. Dynamic residual deformation characteristics of saturated gravel soil considering drainage condition and coarse grain content [J]. , 2018, 39(3): 926-932.
[11] WANG Chun, TANG Li-zhong, CHENG Lu-ping, CHEN Yuan, LIU Tao, WEI Yong-heng, . Dynamic characteristics of skarn subjected to frequent dynamic disturbance under combined action of high axial compression and confining pressure [J]. Rock and Soil Mechanics, 2018, 39(12): 4537-4546.
[12] HOU Xin, MA Wei, LI Guo-yu, MU Yan-hu, ZHOU Zhi-wei, WANG Fei,. Influence of lignosulfonate on mechanical properties of Lanzhou loess [J]. , 2017, 38(S2): 18-26.
[13] XU Jiang, MA Tian-yu, OKUBO Seisuke, PENG Shou-jian, TANG Yang, CHEN Can-can, WANG Zhe. Experimental study of generalized stress relaxation characteristics of rock under different confining pressures [J]. , 2017, 38(S2): 57-66.
[14] ZHAO Kai, PENG Shou-jian, OKUBO S, XU Jiang, ZHANG Hai-long,. Development and application of uniaxial tensile servo test system based on stress feedback [J]. , 2017, 38(S1): 284-290.
[15] WANG Chun, TANG Li-zhong, CHENG Lu-ping, CHEN Yuan, LIU Tao, WEI Yong-heng,. Damage characteristics and constitutive model of rock under three- dimensional high static load and frequent dynamic disturbance [J]. , 2017, 38(8): 2286-2296.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!