中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading

文献类型:期刊论文

作者Huang, Juehao2,3,4,5; Chen, Jian2,3,4,5; Lu, Yuan4,5; Yi, Shun4,5; Cheng, Hongzhan1; Cui, Lan4,5
刊名INTERNATIONAL JOURNAL OF GEOMECHANICS
出版日期2020-04-01
卷号20期号:4页码:12
关键词Ningbo clay Cyclic confining pressure Cyclic stress ratio Cumulative axial strain Backbone curve model
ISSN号1532-3641
DOI10.1061/(ASCE)GM.1943-5622.0001628
英文摘要Many undrained cyclic triaxial tests considering cyclic confining pressure have been carried out on Ningbo saturated soft clay using a cyclic triaxial system to study the influence of cycle numbers, stress paths, and cyclic stress ratios (CSRs) on the axial strain. The experimental results showed that the development of the accumulated axial strain of saturated soft clay is limited by cyclic confining pressure to some extent under undrained condition. For a given number of cycles, the accumulated axial strain increases as CSR increases at the same slope of loading path, and decreases with the increase of the slope of loading path at the same CSR. As the slope of stress paths decreases, the inclination of the backbone curve of the specimen toward the horizontal axis decreases in the undrained condition. A backbone curve model incorporating the effect of cyclic confining pressure and vibration number is proposed based on the characteristics of the resulting dynamic stress-strain curve. The proposed backbone curve agrees well with experimental data and can be applied under undrained and partially drained conditions.
资助项目National Key Basic Research Program of China (973 Program)[2015CB057905] ; National Natural Science Foundation of China[U1402231] ; National Natural Science Foundation of China[41807512] ; Hubei Technical Innovation Project[2017ACA186]
WOS研究方向Engineering
语种英语
WOS记录号WOS:000514922800016
出版者ASCE-AMER SOC CIVIL ENGINEERS
源URL[http://119.78.100.198/handle/2S6PX9GI/23590]  
专题中科院武汉岩土力学所
通讯作者Huang, Juehao
作者单位1.Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
2.Ningbo Univ Technol, Soft Soil Res Ctr, State Key Lab Geomech & Geotech Engn, Ningbo 315211, Peoples R China
3.Chinese Acad Sci, Inst Rock & Soil Mech, Hubei Key Lab Geoenvironm Engn, Wuhan 430071, Peoples R China
4.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
5.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
推荐引用方式
GB/T 7714
Huang, Juehao,Chen, Jian,Lu, Yuan,et al. Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2020,20(4):12.
APA Huang, Juehao,Chen, Jian,Lu, Yuan,Yi, Shun,Cheng, Hongzhan,&Cui, Lan.(2020).Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading.INTERNATIONAL JOURNAL OF GEOMECHANICS,20(4),12.
MLA Huang, Juehao,et al."Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading".INTERNATIONAL JOURNAL OF GEOMECHANICS 20.4(2020):12.

入库方式: OAI收割

来源:武汉岩土力学研究所

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