Spatio-temporal evolution law of anisotropic shear damage on rock mass joint surface affected by joint morphology
文献类型:期刊论文
作者 | Bao, Han5; Hu, Qinghao5; Lan, Hengxing2,4; Yan, Changgen5; Sun, Weifeng2,3; Liu, Shijie2,3; Ma, Ke1; Wang, Juntian5 |
刊名 | ENGINEERING FAILURE ANALYSIS
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出版日期 | 2024-11-01 |
卷号 | 165页码:16 |
关键词 | Rock mass engineering Joint surface Jointed rock mass In-situ investigation and laboratory testing Joint anisotropy morphology Shear damage |
ISSN号 | 1350-6307 |
DOI | 10.1016/j.engfailanal.2024.108820 |
产权排序 | 2 |
英文摘要 | The spatial-temporal evolution law of shear damage on the joint surface is closely related to its morphological characteristics. Understanding the heterogeneous failure behavior of the joint surface is essential for revealing the controlling role of the joint morphology. The diorite from the Guanshan Tunnel is investigated through anisotropic direct shear tests in this study. Based on shear damage quantification and acoustic emission (AE) localization techniques, the heterogeneous damage evolution law of joint surfaces under different joint compression strength (JCS), normal stress (sigma n), and morphology parameter (M) is studied. The results indicate that the joint surface morphology, shear damage, and AE parameters exhibit similar anisotropic characteristics in different shear directions. An increase in the morphology parameter leads to an increase in shear failure, with shear fracture energy and the number of fracture events showing an increasing trend. Meanwhile, the occurrence of a large number of fracture points shifts from the pre-peak nonlinear period to the post-peak period. However, the evolution process of fracture events exhibits certain similarities, though the morphology parameters are different in two opposite shear directions. Additionally, shear damage volume and fracture energy demonstrate consistency in spatial distribution and quantitative characteristics, while the linear scale factor between cumulative shear fracture energy and damage volume decreases with increasing joint surface strength. These findings assist in a better understanding of the anti-sliding property of joint surfaces and provide crucial clues for further exploration of joint surface failure mechanisms. |
WOS关键词 | ACOUSTIC-EMISSION CHARACTERISTICS ; BEHAVIOR |
资助项目 | National Natural Science Foundation of China[42177142] ; National Natural Science Foundation of China[42041006] ; National Natural Science Foundation of China[41941019] ; Fundamental Research Funds for the Central Universities, CHD[300102212213] ; Key Research and Development Program of Shaanxi[2023-YBSF-486] |
WOS研究方向 | Engineering ; Materials Science |
语种 | 英语 |
WOS记录号 | WOS:001304306200001 |
出版者 | PERGAMON-ELSEVIER SCIENCE LTD |
资助机构 | National Natural Science Foundation of China ; Fundamental Research Funds for the Central Universities, CHD ; Key Research and Development Program of Shaanxi |
源URL | [http://ir.igsnrr.ac.cn/handle/311030/208800] ![]() |
专题 | 资源与环境信息系统国家重点实验室_外文论文 |
通讯作者 | Bao, Han; Sun, Weifeng |
作者单位 | 1.Dalian Univ Technol, Inst Rock Instabil & Seism Res, Dalian 116024, Liaoning, Peoples R China 2.Minist Nat Resources, Key Lab Ecol Geol & Disaster Prevent, Xian 710054, Shaanxi, Peoples R China 3.Changan Univ, Sch Geol Engn & Geomat, Xian 710054, Shaanxi, Peoples R China 4.Chinese Acad Sci, State Key Lab Resources & Environm Informat Syst, Inst Geog Sci & Nat Resources Res, Beijing 100101, Peoples R China 5.Changan Univ, Sch Highway, Middle Sect South Erhuan Rd, Xian 710064, Shaanxi, Peoples R China |
推荐引用方式 GB/T 7714 | Bao, Han,Hu, Qinghao,Lan, Hengxing,et al. Spatio-temporal evolution law of anisotropic shear damage on rock mass joint surface affected by joint morphology[J]. ENGINEERING FAILURE ANALYSIS,2024,165:16. |
APA | Bao, Han.,Hu, Qinghao.,Lan, Hengxing.,Yan, Changgen.,Sun, Weifeng.,...&Wang, Juntian.(2024).Spatio-temporal evolution law of anisotropic shear damage on rock mass joint surface affected by joint morphology.ENGINEERING FAILURE ANALYSIS,165,16. |
MLA | Bao, Han,et al."Spatio-temporal evolution law of anisotropic shear damage on rock mass joint surface affected by joint morphology".ENGINEERING FAILURE ANALYSIS 165(2024):16. |
入库方式: OAI收割
来源:地理科学与资源研究所
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