中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
The Effect of Unloading Path on the Tim Dependent Behavior of Beishan Granite

文献类型:期刊论文

作者Yu, Peiyang1,2; Pan, Peng-Zhi1,2; Feng, Guangliang1,2; Wang, Zhaofeng1,2; Miao, Shuting2
刊名LITHOSPHERE
出版日期2022
卷号2022期号:1页码:15
ISSN号1941-8264
DOI10.2113/2022/3112805
英文摘要Understanding the time-dependent characteristics of Beishan granite after excavation is critically important for the long-term stability and disaster control of the high-level radioactive waste repository. In this context, a series of creep tests under different unloading paths are designed to simulate the time-dependent behavior of rock mass after excavation. Results show that the instantaneous volume deformation under each loading step is greatly influenced by the unloading path. Moreover, the unloading path has minor effects on the creep strain. The axial and lateral creep strain is dominated by creep fracture potential, which can be characterized by a unified time-dependent fracture potential index (xi(TFPI)) for different stress states. It is observed that the creep strain generally increases with increasing xi(TFPI) In order to describe the fracture mechanism during the creep process, a damage mechanical model based on time-dependent subcritical crack growth theory is adopted. It reveals that the strain hardening behavior dominates the granite creep process, and the strain softening effect is gradually strengthened with increasing xi(TFPI).
资助项目National Natural Science Foundation of China[52125903]
WOS研究方向Geochemistry & Geophysics ; Geology
语种英语
WOS记录号WOS:000793029800003
出版者GEOSCIENCEWORLD
源URL[http://119.78.100.198/handle/2S6PX9GI/36619]  
专题中科院武汉岩土力学所
通讯作者Pan, Peng-Zhi; Feng, Guangliang
作者单位1.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Yu, Peiyang,Pan, Peng-Zhi,Feng, Guangliang,et al. The Effect of Unloading Path on the Tim Dependent Behavior of Beishan Granite[J]. LITHOSPHERE,2022,2022(1):15.
APA Yu, Peiyang,Pan, Peng-Zhi,Feng, Guangliang,Wang, Zhaofeng,&Miao, Shuting.(2022).The Effect of Unloading Path on the Tim Dependent Behavior of Beishan Granite.LITHOSPHERE,2022(1),15.
MLA Yu, Peiyang,et al."The Effect of Unloading Path on the Tim Dependent Behavior of Beishan Granite".LITHOSPHERE 2022.1(2022):15.

入库方式: OAI收割

来源:武汉岩土力学研究所

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