{"title":"地震扰动应力作用下岩石力学退化机理研究","authors":"Pan Yisha, Wang Chongyang, Wang Yidi","doi":"10.1144/qjegh2022-007","DOIUrl":null,"url":null,"abstract":"During the action of periodic seismic disturbance stress, the rock mass surrounding buried structures will show fatigue damage under the action of cyclic load. In order to explore the fatigue characteristics and mechanical degradation mechanism of this kind of rock mass under seismic stress wave, fatigue loading and uniaxial compression tests were carried out on gypsum rock samples. The conclusions are as follows: With the increase of seismic wave amplitude, the stress loading and unloading velocity gradually increases, and the opening of the stress-strain hysteresis loop gradually increases; With the increase of seismic wave frequency, the dip Angle of hysteresis loops gradually incline to σ axis, and the variation amplitude of hysteresis loops on ε axis decreases gradually. It shows that the greater the amplitude of seismic wave, the lower the frequency, the greater the damage of rock. Under the seismic wave disturbance, with the increase of the number of disturbances, the original cracks in the sample gradually spread and infiltrated, and the secondary cracks gradually developed, indicating that the physical and mechanical properties of the rock gradually deteriorated under the seismic wave disturbance. There is a strong correlation between the acoustic emission phenomenon of samples and the stages of the stress-time curve in the whole process of uniaxial compression. According to the acoustic emission characteristics, the stress-time curve in the whole process of uniaxial compression can be divided into four stages: initial loading stage, stable crack growth stage, unstable crack growth to failure stage, and post-peak stage. Compared with the sample before fatigue, the peak strain decreases significantly and the impact energy index increases significantly after fatigue loading. It indicates that some original cracks in the sample are compressed under seismic disturbance, the brittleness of the sample is enhanced, and the rockburst tendency is greatly enhanced.","PeriodicalId":20937,"journal":{"name":"Quarterly Journal of Engineering Geology and Hydrogeology","volume":" ","pages":""},"PeriodicalIF":1.3000,"publicationDate":"2022-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Study on mechanical degradation mechanism of rock under seismic disturbance stress\",\"authors\":\"Pan Yisha, Wang Chongyang, Wang Yidi\",\"doi\":\"10.1144/qjegh2022-007\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"During the action of periodic seismic disturbance stress, the rock mass surrounding buried structures will show fatigue damage under the action of cyclic load. In order to explore the fatigue characteristics and mechanical degradation mechanism of this kind of rock mass under seismic stress wave, fatigue loading and uniaxial compression tests were carried out on gypsum rock samples. The conclusions are as follows: With the increase of seismic wave amplitude, the stress loading and unloading velocity gradually increases, and the opening of the stress-strain hysteresis loop gradually increases; With the increase of seismic wave frequency, the dip Angle of hysteresis loops gradually incline to σ axis, and the variation amplitude of hysteresis loops on ε axis decreases gradually. It shows that the greater the amplitude of seismic wave, the lower the frequency, the greater the damage of rock. Under the seismic wave disturbance, with the increase of the number of disturbances, the original cracks in the sample gradually spread and infiltrated, and the secondary cracks gradually developed, indicating that the physical and mechanical properties of the rock gradually deteriorated under the seismic wave disturbance. There is a strong correlation between the acoustic emission phenomenon of samples and the stages of the stress-time curve in the whole process of uniaxial compression. According to the acoustic emission characteristics, the stress-time curve in the whole process of uniaxial compression can be divided into four stages: initial loading stage, stable crack growth stage, unstable crack growth to failure stage, and post-peak stage. Compared with the sample before fatigue, the peak strain decreases significantly and the impact energy index increases significantly after fatigue loading. It indicates that some original cracks in the sample are compressed under seismic disturbance, the brittleness of the sample is enhanced, and the rockburst tendency is greatly enhanced.\",\"PeriodicalId\":20937,\"journal\":{\"name\":\"Quarterly Journal of Engineering Geology and Hydrogeology\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":1.3000,\"publicationDate\":\"2022-07-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Quarterly Journal of Engineering Geology and Hydrogeology\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://doi.org/10.1144/qjegh2022-007\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Quarterly Journal of Engineering Geology and Hydrogeology","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1144/qjegh2022-007","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Study on mechanical degradation mechanism of rock under seismic disturbance stress
During the action of periodic seismic disturbance stress, the rock mass surrounding buried structures will show fatigue damage under the action of cyclic load. In order to explore the fatigue characteristics and mechanical degradation mechanism of this kind of rock mass under seismic stress wave, fatigue loading and uniaxial compression tests were carried out on gypsum rock samples. The conclusions are as follows: With the increase of seismic wave amplitude, the stress loading and unloading velocity gradually increases, and the opening of the stress-strain hysteresis loop gradually increases; With the increase of seismic wave frequency, the dip Angle of hysteresis loops gradually incline to σ axis, and the variation amplitude of hysteresis loops on ε axis decreases gradually. It shows that the greater the amplitude of seismic wave, the lower the frequency, the greater the damage of rock. Under the seismic wave disturbance, with the increase of the number of disturbances, the original cracks in the sample gradually spread and infiltrated, and the secondary cracks gradually developed, indicating that the physical and mechanical properties of the rock gradually deteriorated under the seismic wave disturbance. There is a strong correlation between the acoustic emission phenomenon of samples and the stages of the stress-time curve in the whole process of uniaxial compression. According to the acoustic emission characteristics, the stress-time curve in the whole process of uniaxial compression can be divided into four stages: initial loading stage, stable crack growth stage, unstable crack growth to failure stage, and post-peak stage. Compared with the sample before fatigue, the peak strain decreases significantly and the impact energy index increases significantly after fatigue loading. It indicates that some original cracks in the sample are compressed under seismic disturbance, the brittleness of the sample is enhanced, and the rockburst tendency is greatly enhanced.
期刊介绍:
Quarterly Journal of Engineering Geology and Hydrogeology is owned by the Geological Society of London and published by the Geological Society Publishing House.
Quarterly Journal of Engineering Geology & Hydrogeology (QJEGH) is an established peer reviewed international journal featuring papers on geology as applied to civil engineering mining practice and water resources. Papers are invited from, and about, all areas of the world on engineering geology and hydrogeology topics. This includes but is not limited to: applied geophysics, engineering geomorphology, environmental geology, hydrogeology, groundwater quality, ground source heat, contaminated land, waste management, land use planning, geotechnics, rock mechanics, geomaterials and geological hazards.
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