Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S2): 43-51.doi: 10.16285/j.rsm.2021.1329

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on influence of saturation on the microwave response of basalt

GAO Feng1, 2, XIONG Xin1, XIONG Xin1, ZHOU Ke-ping1, 2   

  1. 1. School of Resource and Safety Engineering, Central South University, Changsha, Hunan 410083, China; 2. Asteroid Mineral Resources Research Center, Central South University, Changsha, Hunan 410083, China
  • Received:2021-08-12 Revised:2022-02-09 Online:2022-10-10 Published:2022-10-03
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51774323), the Natural Science Foundation of Hunan Province(2020JJ4704) and the Independent Exploration and Innovation Project for Graduate Students of Central South University(2021zzts0880).

Abstract: The microwave treatment effect of rocks is affected by many factors. Among them, water is a good absorbing medium, and it can improve the microwave absorbing ability of rocks. This study aims at exploring the effect of saturation on response characteristics of rock subjected to microwave irradiation. Tests of 3 kW power microwave irradiation were carried out on basalt samples with different saturations to examine the variations of the heating characteristics, wave speed, porosity change as well as dynamic tensile strength. The test data was analyzed from the meso and macro perspectives. Some findings identified. 1) The water affects the heating characteristics of the rock sample during microwave irradiation. Within the first 15 s of irradiation, the group with saturation lower than 75% obviously promotes the heating rate; when the saturation reaches 100%, the effect is opposite, and the heating rate is lower than that of the dry group;within 15−30 s, the heating rate of the water-containing sample decreases with the decrease of water content and the endothermic heat of evaporation; within 30−45 s, the water evaporation is completed, the heating rate of the water-bearing sample is close to that of the dry sample. 2) The difference in water saturation leads to varying degrees of wave velocity and porosity changes in basalt after microwave irradiation. The wave velocity reduction range is 8.18%−17%, and the porosity growth range is 18.71%−43.65%. The damage effect does not follow the saturation. 3) Under the same irradiation conditions, the 50% saturation group quickly reaches the strength limit under the combined action of steam pressure and thermal stress, and the samples are directly damaged. Obvious mesoscopic damage are not be observed in most of the other groups of samples, and the difference in final dynamic tensile strength is not distinct.

Key words: microwave irradiation(MI), water-bearing rock, nuclear magnetic resonance (NMR), dynamic tension

CLC Number: 

  • TU452
[1] WANG Shi-quan, WEI Ming-li, HE Xing-xing, ZHANG Ting-ting, XUE Qiang, . Study of water transfer mechanism during sediment solidification process based on nuclear magnetic resonance technology [J]. Rock and Soil Mechanics, 2019, 40(5): 1778-1786.
[2] XIE Kai-nan, JIANG De-yi, SUN Zhong-guang, SONG Zhong-qiang, WANG Jing-yi, YANG Tao, JIANG Xiang, . Influence of drying-wetting cycles on microstructure degradation of argillaceous sandstone using low field nuclear magnetic resonance [J]. Rock and Soil Mechanics, 2019, 40(2): 653-659.
[3] FENG Shang-xin, CHAI Jun-rui, XU Zeng-guang, QIN Yuan, CHEN Xi. Mesostructural change of soil-rock mixtures based on NMR technology [J]. , 2018, 39(8): 2886-2894.
[4] TAO Gao-liang, BAI Liang, YUAN Bo, GAN Shi-chao. Study of relationship between soil-water characteristic curve and NMR curve [J]. , 2018, 39(3): 943-948.
[5] TANG Ju-peng, TIAN Hu-nan, YU Ning, DING Jia-hui. Experimental study of influence of gas pressure on coal shale gas adsorption characteristics based on nuclear magnetic resonance spectrum [J]. , 2016, 37(S2): 203-208.
[6] ZHOU Ke-ping, SU Shu-hua, HU Zhen-xiang, LI Jie-lin, YANG Ze. Experimental research into nuclear magnetic resonance in marble with different initial damages under unloading conditions [J]. , 2015, 36(8): 2144-2150.
[7] WANG Ping ,QU Zhan , . NMR technology based hydration damage evolution of hard brittle shale [J]. , 2015, 36(3): 687-693.
[8] CAI Cheng-zheng,LI Gen-sheng,HUANG Zhong-wei,SHEN Zhong-hou,. Experiment study of rock porous structure damage under cryogenic nitrogen freezing [J]. , 2014, 35(4): 965-971.
[9] XU Yu-juan, ZHOU Ke-ping, LI Jie-lin, ZHANG Ya-min. Study of rock NMR experiment and damage mechanism analysis under freeze-thaw condition [J]. , 2012, 33(10): 3001-3005.
[10] LIU Shi-qi, LI Hai-bo, LIU Jun-ru, LIU Bo, XIA Xiang. An equipment for dynamic direct tension tests of rock material under confining pressure [J]. , 2007, 28(11): 2365-2368.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 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 .
[2] JIANG De-yi, CHEN Jie, LIU Jian-ping, ZHOU Li-jun, WANG Chun-rong. Experimental research on acoustic and dissolved properties of stress damaged salt rock[J]. , 2009, 30(12): 3569 -3573 .
[3] ZHANG Qiang-yong, LIU De-jun, JIA Chao, SHEN Xin, LIU Jian, DUAN Kang. Development of geomechanical model similitude material for salt rock oil-gas storage medium[J]. , 2009, 30(12): 3581 -3586 .
[4] SHEN Yang, ZHOU Jian, GONG Xiao-nan, LIU Han-long. Experimental study of stress-strain properties of intact soft clay considering the change of principal stress direction[J]. , 2009, 30(12): 3720 -3726 .
[5] LIU Jun-xin,LIU Yu-tian,Hu Qi-jun. Stability of embankment slope subjected to rainfall infiltration considering both runoff-underground seepage and fluid-solid coupling[J]. , 2010, 31(3): 903 -910 .
[6] WANG Peng,ZHOU Chuan-bo,GENG Xue-feng,JIA Jian-hong. Numerical simulation of formation mechanism of multi hole and same delay time of blasting crater[J]. , 2010, 31(3): 993 -997 .
[7] ZHOU Jun-ping, XIAN Xue-fu, JIANG Yong-dong, LI Xiao-hong, JIANG De-yi. A permeability model including effective stress and coal matrix shrinking effect[J]. , 2010, 31(7): 2317 -2323 .
[8] XUE Jing-chun,LI Xi-bing,DONG Long-jun. Study of rock slope stability based on clustering uncertained measurement complicated algorithm[J]. , 2010, 31(S1): 293 -297 .
[9] CHEN Jiang,ZHANG Shao-jie,MIN Xing-xin,LIU Hao-wu. Model experiment for concentrated leakage monitoring by heat pulse method[J]. , 2010, 31(9): 2729 -2735 .
[10] DING Jian-wen,ZHANG Shuai,HONG Zhen-shun,LIU Song-yu. Experimental study of solidification of dredged clays with high water content by adding cement and phosphogypsum synchronously[J]. , 2010, 31(9): 2817 -2822 .