中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Dynamic response of the 3D pavement-transversely isotropic poroelastic ground system to a rectangular moving load

文献类型:期刊论文

作者Zhan, Yongxiang; Yao, Hailin; Lu, Zheng
刊名SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
出版日期2018
卷号115期号:-页码:394-401
关键词Pavement-ground system Transversely isotropic saturated soil Riot's theory Rectangular moving load Dynamic response
ISSN号0267-7261
DOI10.1016/j.soildyn.2018.06.037
英文摘要3-D FLEXIBLE PAVEMENTS; HALF-SPACE; GREEN-FUNCTIONS; ELEMENT METHOD; SOIL MEDIUM; POINT LOAD; STRESSES; VIBRATION; TRACK; PLANE
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000454974400036
源URL[http://119.78.100.198/handle/2S6PX9GI/15110]  
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Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Zhan, Yongxiang,Yao, Hailin,Lu, Zheng. Dynamic response of the 3D pavement-transversely isotropic poroelastic ground system to a rectangular moving load[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2018,115(-):394-401.
APA Zhan, Yongxiang,Yao, Hailin,&Lu, Zheng.(2018).Dynamic response of the 3D pavement-transversely isotropic poroelastic ground system to a rectangular moving load.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,115(-),394-401.
MLA Zhan, Yongxiang,et al."Dynamic response of the 3D pavement-transversely isotropic poroelastic ground system to a rectangular moving load".SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 115.-(2018):394-401.

入库方式: OAI收割

来源:武汉岩土力学研究所

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