Seismic stability analysis of subsea tunnels under the effects of seepage and temperature
Cheng, Xuansheng1,2; Li, De1,2; Ren, Yi1,2; Du, Xiuli3
2017
发表期刊MARINE GEORESOURCES & GEOTECHNOLOGY
ISSN1064-119X
卷号35期号:6页码:806-816
摘要This study used the strength reduction method to analyze the seismic stability of a subsea tunnel under the effects of seepage and temperature. Excess pore water pressure within the rock mass was first eliminated by calculating the consolidation; then, an earthquake wave was applied to begin the dynamic and time-history analysis and to obtain the maximum horizontal displacement of the model boundary. Finally, a temperature field model was established for the thermal analysis of the structure. The temperature of each node of the structure was regarded as a form of outside load applied to the reduction model; both sides of the vertical horizontal displacement of the boundary nodes and gravity were used as inputs for the static analysis when the vertex horizontal displacement reached its maximum value. By continuously decreasing the shear strength parameters, the safety factor of the tunnel structure was determined. The results show that the plastic zone first appeared in a smaller range on both sides of the tunnel arch feet near the lining and vault of both sides. The safety factor decreased with increasing water depth and overburden layer thickness.
关键词Earthquake stability strength reduction method subsea tunnel temperature
DOI10.1080/1064119X.2016.1255686
收录类别SCI ; SCIE
语种英语
资助项目Plan Project of Science and Technology in Lanzhou City[2014-4-94]
WOS研究方向Engineering ; Oceanography ; Mining & Mineral Processing
WOS类目Engineering, Ocean ; Engineering, Geological ; Oceanography ; Mining & Mineral Processing
WOS记录号WOS:000406552400007
出版者TAYLOR & FRANCIS INC
EI入藏号20165203177773
EI主题词Safety factor
EI分类号401.2 Tunnels and Tunneling - 484 Seismology - 641.1 Thermodynamics - 801 Chemistry - 914.1 Accidents and Accident Prevention - 921.6 Numerical Methods
引用统计
被引频次:7[WOS]   [WOS记录]     [WOS相关记录]
文献类型期刊论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/33449
专题土木工程学院
通讯作者Cheng, Xuansheng
作者单位1.Lanzhou Univ Technol, Key Lab Disaster Prevent & Mitigat Civil Engn Gan, Lanzhou 730050, Gansu, Peoples R China;
2.Lanzhou Univ Technol, Minist Educ, Western Engn Res Ctr Disaster Mitigat Civil Engn, Lanzhou 730050, Gansu, Peoples R China;
3.Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn Educ, Beijing, Peoples R China
第一作者单位兰州理工大学
通讯作者单位兰州理工大学
第一作者的第一单位兰州理工大学
推荐引用方式
GB/T 7714
Cheng, Xuansheng,Li, De,Ren, Yi,et al. Seismic stability analysis of subsea tunnels under the effects of seepage and temperature[J]. MARINE GEORESOURCES & GEOTECHNOLOGY,2017,35(6):806-816.
APA Cheng, Xuansheng,Li, De,Ren, Yi,&Du, Xiuli.(2017).Seismic stability analysis of subsea tunnels under the effects of seepage and temperature.MARINE GEORESOURCES & GEOTECHNOLOGY,35(6),806-816.
MLA Cheng, Xuansheng,et al."Seismic stability analysis of subsea tunnels under the effects of seepage and temperature".MARINE GEORESOURCES & GEOTECHNOLOGY 35.6(2017):806-816.
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