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Settlement Mode Analysis for An Immersed Tube Tunnel Considering A Nonuniform Foundation Under Tidal Load
文献摘要:
Immersed tube tunnels are usually placed on soft soil layers in cross-sea tunnelling engineering.Owing to the influence of stratum conditions and slope design,the longitudinal distribution of substratum layers is generally uneven.Thus,the inhomogeneous deformation of the element-joint becomes the key factor in the failure of the immersed tube tun-nel.Therefore,a corresponding calculation method for joint deformation is needed to explore the deformation law of immersed tube tunnels.By constructing a three-section immersed tube tunnel analysis model(TTM),the relationship between the two types of deformation of the immersed tube tunnel structure in a longitudinal nonuniform soft soil foundation is described,and the deformation characteristics of the immersed structure under different boundaries are discussed.Based on the mechanical behaviour of the joint and foundation,according to the Timoshenko beam on the Vlasov two-parameter foundation(VTM),considering the tidal cyclic load during the operation and maintenance period,an example analysis is given.Moreover,the deformation characteristics and development trend of the immersed tube tunnel under the influence of different soil layers are discussed.The obtained results have a certain guiding significance for the deformation calculation of immersed tube tunnels.
文献关键词:
作者姓名:
WANG Yan-ning;ZHOU Huan-zhu;WANG Le-chen
作者机构:
Department of Civil and Environmental Engineering,Shantou University,Shantou 515063,China;State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology,Xuzhou 221000,China
引用格式:
[1]WANG Yan-ning;ZHOU Huan-zhu;WANG Le-chen-.Settlement Mode Analysis for An Immersed Tube Tunnel Considering A Nonuniform Foundation Under Tidal Load)[J].中国海洋工程(英文版),2022(03):427-438
A类:
Nonuniform
B类:
Settlement,Mode,Analysis,Immersed,Tube,Tunnel,Considering,Foundation,Under,Tidal,Load,tube,tunnels,are,usually,placed,soft,soil,layers,cross,sea,tunnelling,engineering,Owing,influence,conditions,slope,design,longitudinal,distribution,substratum,generally,uneven,Thus,inhomogeneous,deformation,element,joint,becomes,key,failure,immersed,Therefore,corresponding,calculation,method,needed,explore,law,By,constructing,three,section,analysis,model,TTM,relationship,between,two,types,structure,nonuniform,foundation,described,characteristics,under,different,boundaries,discussed,Based,mechanical,behaviour,according,Timoshenko,beam,Vlasov,parameter,VTM,considering,tidal,cyclic,load,during,operation,maintenance,period,example,given,Moreover,development,trend,obtained,results,have,certain,guiding,significance
AB值:
0.545432
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