中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A Modified Creep Model for Cyclic Characterization of Rock Salt Considering the Effects of the Mean Stress, Half-Amplitude and Cycle Period

文献类型:期刊论文

作者Han, Yue3; Ma, Hongling2; Yang, Chunhe2,3; Zhang, Nan3; Daemen, J. J. K.1
刊名ROCK MECHANICS AND ROCK ENGINEERING
出版日期2020-04-05
页码14
关键词Rock salt CAES Deformation behavior Mean stress Half-amplitude Cycle period Cyclic creep model
ISSN号0723-2632
DOI10.1007/s00603-020-02097-0
英文摘要The fluctuation of the operation pressure during injection and withdrawal is a key factor affecting the long-term stability of surrounding rock in a compressed air energy storage (CAES) cavern. To assess the mechanical behavior of rock salt under different pressure fluctuations and to optimize the operating parameters of CAES caverns, uniaxial cyclic loading tests under the sine condition were carried out by changing three cycle parameters, namely the mean stress, half-amplitude and cycle period. The test results show that the deformation behavior during cyclic loading tests can be divided into transient, steady, and accelerated stages, which is similar to that of creep tests. The strain and steady strain rates increase with increasing cycle parameters, showing a nonlinear deformation property of rock salt under cyclic loading. To describe the nonlinear response that cannot be captured by the Burgers model, a stiffness scaling factor is proposed based on the test results. A modified cyclic creep model of rock salt is established by introducing this stiffness scaling factor into the conventional Burgers creep model. The agreement with the experimental data indicates that the modified cyclic creep model can accurately reflect the influence of the three cyclic parameters on the deformation properties of rock salt.
资助项目National Natural Science Foundation of China[5187041724]
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000524164800001
出版者SPRINGER WIEN
源URL[http://119.78.100.198/handle/2S6PX9GI/23731]  
专题中科院武汉岩土力学所
通讯作者Han, Yue; Ma, Hongling
作者单位1.Univ Nevada, Mackay Sch Earth Sci & Engn, Reno, NV 89557 USA
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
3.Chongqing Univ, State Key Lab Coal Mine Dynam Disaster & Control, Chongqing 400044, Peoples R China
推荐引用方式
GB/T 7714
Han, Yue,Ma, Hongling,Yang, Chunhe,et al. A Modified Creep Model for Cyclic Characterization of Rock Salt Considering the Effects of the Mean Stress, Half-Amplitude and Cycle Period[J]. ROCK MECHANICS AND ROCK ENGINEERING,2020:14.
APA Han, Yue,Ma, Hongling,Yang, Chunhe,Zhang, Nan,&Daemen, J. J. K..(2020).A Modified Creep Model for Cyclic Characterization of Rock Salt Considering the Effects of the Mean Stress, Half-Amplitude and Cycle Period.ROCK MECHANICS AND ROCK ENGINEERING,14.
MLA Han, Yue,et al."A Modified Creep Model for Cyclic Characterization of Rock Salt Considering the Effects of the Mean Stress, Half-Amplitude and Cycle Period".ROCK MECHANICS AND ROCK ENGINEERING (2020):14.

入库方式: OAI收割

来源:武汉岩土力学研究所

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