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- W2379342170 abstract "Fro the sake of studying the time stability and safety reinforcement of clay dam foundation,a modified Saihara creep model was built using Mohr-Coulomb field rule and an unidirection theory.A coupling equation was established,which reflects the effects of factors,such as consolidation and creep,on the seepage of clay dam foundation.An example was used to research the distribution of vertical displacement and pore pressure throughout the whole dam structure.The results show that the minimum vertical displacement is presented with the minimum value 7 cm in the condition of consolidation influence and the maximum vertical displacement is 16 cm for the coupling effect on seepage and creep,which is increasing with the time going.The remarkable scope lies in the places including middle-top position of dam foundation,slope footstep position of dam upside structure and interface region between bespread and dam foundation,which is involved by the program calculation on the vertical displacement and pore pressure changment,Simultaneously the inosculation phenomenon is discovered in the above scope between vertical displacement and pore pressure.Lastly,the key treated scope is abtained by the instance.So the influence of seepage-consolidation-creep cannot be ignored in engineering construction and theoritical research on the problems of cutoff,reinforcement and stability of clay dam foundation." @default.
- W2379342170 created "2016-06-24" @default.
- W2379342170 creator A5045830368 @default.
- W2379342170 date "2013-01-01" @default.
- W2379342170 modified "2023-09-28" @default.
- W2379342170 title "Time Deformation and Safety Reinforcement of Clay Dam Foundation Based on Seepage and Consolidation" @default.
- W2379342170 hasPublicationYear "2013" @default.
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