中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Effects of cyclic wetting-drying on the mechanical behavior and improved damage model for sandstone

文献类型:期刊论文

作者Liu, Xuewei1; Liu, Quansheng1; Huang, Shibing3; Liu, Bin1; Liu, Jiang2
刊名MARINE GEORESOURCES & GEOTECHNOLOGY
出版日期2020-09-23
页码11
关键词Wetting-drying cycle damage variable damage constitutive model sandstone rock mechanics
ISSN号1064-119X
DOI10.1080/1064119X.2020.1823535
英文摘要The degradation of rock mechanical behavior after cyclic wetting and drying could affect the stability of rock slope, embankment, and tunnel significantly. A series of tests were first conducted on sandstone collected from a reservoir bank slope. The results showed that the mechanical parameters (including tensile strength, uniaxial compressive strength, elastic modulus, and internal friction angle) decrease as the cyclic number of wetting and drying increases. Then, a damage variable, which can consider the combined influence of cyclic wetting-drying and loading, was first proposed based on test results. Further, an improved damage model, which considers the effect of cyclic wetting-drying on internal friction angle and the nonlinear deformation characteristics in the fissure closure stage, was established with statistical damage mechanics. The determination method for the parameters in the proposed damage model was also introduced. Finally, the effectiveness of proposed model was verified by comparing with experimental data. The verification indicates that the results from the improved model agree well with test results, and the improved model can enhance the prediction accuracy over the original model.
资助项目National Nature Science Foundation of China[41602324] ; National Nature Science Foundation of China[51774267] ; Natural Science Foundation of Hubei Province[2019CFB535] ; China Scholarship Council[201804910219]
WOS研究方向Engineering ; Oceanography ; Mining & Mineral Processing
语种英语
WOS记录号WOS:000573103000001
出版者TAYLOR & FRANCIS INC
源URL[http://119.78.100.198/handle/2S6PX9GI/24854]  
专题中科院武汉岩土力学所
通讯作者Liu, Xuewei
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Hubei, Peoples R China
2.Chongqing Univ, Sch Civil Engn, Dept Geotech Engn, Chongqing, Peoples R China
3.Wuhan Univ Sci & Technol, Sch Resources & Environm Engn, Dept Resource Engn, Wuhan, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Liu, Xuewei,Liu, Quansheng,Huang, Shibing,et al. Effects of cyclic wetting-drying on the mechanical behavior and improved damage model for sandstone[J]. MARINE GEORESOURCES & GEOTECHNOLOGY,2020:11.
APA Liu, Xuewei,Liu, Quansheng,Huang, Shibing,Liu, Bin,&Liu, Jiang.(2020).Effects of cyclic wetting-drying on the mechanical behavior and improved damage model for sandstone.MARINE GEORESOURCES & GEOTECHNOLOGY,11.
MLA Liu, Xuewei,et al."Effects of cyclic wetting-drying on the mechanical behavior and improved damage model for sandstone".MARINE GEORESOURCES & GEOTECHNOLOGY (2020):11.

入库方式: OAI收割

来源:武汉岩土力学研究所

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