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 |
DOI | 10.1061/(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
浏览0
下载0
收藏0
其他版本
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。