中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Analysis on Response of a Single Pile Subjected to Tension Load Using a Softening Model and a Hyperbolic Model

文献类型:期刊论文

作者Zhang, Qian-Qing2,3,4; Li, Shu-Cai4; Zhang, Qian2,3,4; Li, Li-Ping4; Zhang, Bo1,4
刊名MARINE GEORESOURCES & GEOTECHNOLOGY
出版日期2015
卷号33期号:2页码:167-176
ISSN号1064-119X
关键词tension pile softening model pile-soil relative displacement skin friction Hyperbolic model
DOI10.1080/1064119X.2013.828822
英文摘要A softening model and a hyperbolic model are adopted in the proposed approach to simulate the relationship between pile-soil relative displacement and unit skin friction developed at the pile-soil interface. Based on the proposed two models, two simple analytical approaches are presented for nonlinear analysis of the load-displacement response of a single pile subjected to tension load. Furthermore, a highly effective iterative computer program is developed using the two proposed analytical approaches. To demonstrate the effectiveness and accuracy of the proposed analytical methods, comparisons of the results derived from the present methods, other analytical methods and well-documented field experimental pile loading cases are made. Further study is conducted to analyze the influence of the parameters related to the proposed softening model and hyperbolic model on the load-displacement response of a single pile subjected to tension load. The proposed simple analytical approach is economical and efficient, and suitable for the analysis of a tension pile embedded into layered soils by using a softening model or a hyperbolic model.
WOS研究方向Engineering ; Oceanography ; Mining & Mineral Processing
语种英语
出版者TAYLOR & FRANCIS INC
WOS记录号WOS:000343604400008
源URL[http://119.78.100.198/handle/2S6PX9GI/3702]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
2.China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn ;
3.Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn ;
4.Shandong Univ, Geotech & Struct Engn Res Ctr ;
推荐引用方式
GB/T 7714
Zhang, Qian-Qing,Li, Shu-Cai,Zhang, Qian,et al. Analysis on Response of a Single Pile Subjected to Tension Load Using a Softening Model and a Hyperbolic Model[J]. MARINE GEORESOURCES & GEOTECHNOLOGY,2015,33(2):167-176.
APA Zhang, Qian-Qing,Li, Shu-Cai,Zhang, Qian,Li, Li-Ping,&Zhang, Bo.(2015).Analysis on Response of a Single Pile Subjected to Tension Load Using a Softening Model and a Hyperbolic Model.MARINE GEORESOURCES & GEOTECHNOLOGY,33(2),167-176.
MLA Zhang, Qian-Qing,et al."Analysis on Response of a Single Pile Subjected to Tension Load Using a Softening Model and a Hyperbolic Model".MARINE GEORESOURCES & GEOTECHNOLOGY 33.2(2015):167-176.

入库方式: OAI收割

来源:武汉岩土力学研究所

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