中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A calculation model to assess the crack propagation length of rock block in clastic flow

文献类型:期刊论文

作者Liu, Yang; You, Yong; Liu, Jin-feng; Zhao, Shu-xi; Yang, Dong-xu; Liu, Dao-chuan; Liu, Lin; Xie, Yan-fang; Yang, Kai-cheng
刊名JOURNAL OF MOUNTAIN SCIENCE
出版日期2020
卷号17期号:11页码:2636-2651
关键词Clastic flows Rock block Crack propagation length Fracture mechanics Energy distribution Orthogonal Test
ISSN号1672-6316
DOI10.1007/s11629-020-6207-z
通讯作者You, Yong(yyong@imde.ac.cn)
文献子类Article
英文摘要The primary cracks in the rock block undergo series of steps and finally disintegrate, during this procession, the radius affects the impact force of rock block in clastic flow. Therefore, it is essential to figure out the evolution mechanism of crack propagation for the design of engineering protection. In this study, based on fracture mechanics and Hertz contact theory, collision happened between rock block and slope surface is assumed to be elastic contact. Based on the above assumption, the critical impact force of crack propagation is obtained, and a model used to calculate the crack propagation length in a single collision is established. Besides, a rock fall site in Jiuzhai Valley was used to verify the calculation model. According to the model, several key factors were identified to influence crack propagation length including falling height, initial equivalent radius, and recovery coefficient of slope surface. Moreover, as a result of the orthogonal experiment, the influence of those factors on the crack propagation length was ranked, normal recovery coefficient> initial radius >initial falling height. In addition, the kinetic energy of the rock block in the compression stage is transformed into elastic deformation energy, angular kinetic energy, and dissipated energy of crack propagation. Due to the increase of collisions, the kinetic energy is gradually transformed into angular kinetic energy, and the dissipated energy of crack propagation weights is reduced. In conclusion, the crack propagation in rock block is a complicated progress, which is affected by multiple factors, especially falling height, initial equivalent radius, and recovery coefficient of slope surface. Our study may provide guidance for the design of protective structure of clastic flows.
电子版国际标准刊号1993-0321
WOS关键词NUMERICAL-SIMULATION ; FRACTURE ; FRAGMENTATION ; BEHAVIORS ; ENERGY ; FALLS
资助项目Strategic Priority Research Program of Chinese Academy of Sciences[XDA23090403] ; Scientific Foundation of the Chinese Academy of Sciences[KFZD-SW-425] ; Key Research and Development Program of Sichuan Province[2019YFG0460]
WOS研究方向Environmental Sciences & Ecology
语种英语
WOS记录号WOS:000588716900004
出版者SCIENCE PRESS
资助机构Strategic Priority Research Program of Chinese Academy of Sciences ; Scientific Foundation of the Chinese Academy of Sciences ; Key Research and Development Program of Sichuan Province
源URL[http://ir.imde.ac.cn/handle/131551/50634]  
专题Journal of Mountain Science_Journal of Mountain Science-2020_Vol17 No.11
推荐引用方式
GB/T 7714
Liu, Yang,You, Yong,Liu, Jin-feng,et al. A calculation model to assess the crack propagation length of rock block in clastic flow[J]. JOURNAL OF MOUNTAIN SCIENCE,2020,17(11):2636-2651.
APA Liu, Yang.,You, Yong.,Liu, Jin-feng.,Zhao, Shu-xi.,Yang, Dong-xu.,...&Yang, Kai-cheng.(2020).A calculation model to assess the crack propagation length of rock block in clastic flow.JOURNAL OF MOUNTAIN SCIENCE,17(11),2636-2651.
MLA Liu, Yang,et al."A calculation model to assess the crack propagation length of rock block in clastic flow".JOURNAL OF MOUNTAIN SCIENCE 17.11(2020):2636-2651.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

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