中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental Study of Mechanical Behavior of Interlayer Staggered Zone under Cyclic Loading and Unloading Condition

文献类型:期刊论文

作者Duan, Shudian2,3; Jian, Quan2; Xu, Dingping2; Liu, Guofeng1
刊名INTERNATIONAL JOURNAL OF GEOMECHANICS
出版日期2020-03-01
卷号20期号:3页码:12
关键词Interlayer staggered zone (ISZ) Cyclic loading and unloading Volume expansion Rebound modulus Dilatation angle Hysteresis loop
ISSN号1532-3641
DOI10.1061/(ASCE)GM.1943-5622.0001602
英文摘要The unloading and reloading of geostress during the excavation of large underground caverns tends to bring about large deformation and failure problems of rock masses with interlayer staggered zones (ISZs), posing significant threats to the safety and stability of the underground cavern. Hence, for interlayer staggered zones with complex mechanical response behaviors, a series of conventional triaxial cyclic loading tests under different confining pressures were carried out. It can be seen from these results that the envelop curves of stress-strain relations were of obvious memory, but the peak deviator stress, internal friction angle, and cohesion were lower than those in monotonic loading. The phenomenon of volume expansion occurred in the whole process of cyclic loading and unloading, and the unloading dilatation seemed to be more sensitive to relatively low confining pressure. The volume expansion reached its highest value when the unloading stress level (i.e., the ratio of the stress ratio in the process of the cyclic test to the stress ratio when the ISZ comes to the failure point) increased to more or less 0.6 similar to 0.8. Moreover, the changing trend of the average rebound modulus was humplike with the increase of unloading stress level, and the ratio of average rebound modulus to monotonic initial elastic modulus declined as a power function. Additionally, the validity of the unloading rebound modulus calculation by the Duncan-Chang model is proved. The analysis of energy consumption in plastic hysteresis loops indicates that the plastic hysteresis energy of the specimen in each cycle rose with the stress level's increase. Further microscopic failure mechanism analysis shows that the previous research results are synthetically affected by factors including particle motion and breakage, initiation and propagation of original and new fractures, yield, and damage of interlayer staggered zones. This research provides a theoretical premise for exploring the cyclic unloading and reloading stress path influence on the failure of surrounding rock with ISZs, as well as for more reasonable mechanical parameter selection in deep underground excavations.
资助项目Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences[Z017011] ; China Postdoctoral Science Foundation[2018M632806] ; Scientific Research Key Project Fund of Colleges and Universities of Henan Province[19A560006]
WOS研究方向Engineering
语种英语
WOS记录号WOS:000507919900003
出版者ASCE-AMER SOC CIVIL ENGINEERS
源URL[http://119.78.100.198/handle/2S6PX9GI/23317]  
专题中科院武汉岩土力学所
通讯作者Jian, Quan
作者单位1.Changan Univ, Sch Highway, Xian 710064, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
3.Zhengzhou Univ, Sch Civil Engn, Henan Engn Lab Underground Engn Safety & Qual Con, Zhengzhou 450001, Henan, Peoples R China
推荐引用方式
GB/T 7714
Duan, Shudian,Jian, Quan,Xu, Dingping,et al. Experimental Study of Mechanical Behavior of Interlayer Staggered Zone under Cyclic Loading and Unloading Condition[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2020,20(3):12.
APA Duan, Shudian,Jian, Quan,Xu, Dingping,&Liu, Guofeng.(2020).Experimental Study of Mechanical Behavior of Interlayer Staggered Zone under Cyclic Loading and Unloading Condition.INTERNATIONAL JOURNAL OF GEOMECHANICS,20(3),12.
MLA Duan, Shudian,et al."Experimental Study of Mechanical Behavior of Interlayer Staggered Zone under Cyclic Loading and Unloading Condition".INTERNATIONAL JOURNAL OF GEOMECHANICS 20.3(2020):12.

入库方式: OAI收割

来源:武汉岩土力学研究所

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