Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Liquefaction-induced settlement of shallow foundations on two-layered subsoil strata
AbstractGeotechnical design codes have been shifted from classical limit equilibrium analysis toward the performance-based procedures. In foundation design, settlement is the most representative parameter for its performance. Settlement of shallow foundations subjected to earthquake loading and its consequences is one of the most outstanding issues which should be considered in designing different structures. In this study, settlement of shallow footing on two-layered subsoil strata under earthquake loading is of concern. The numerical study presented in this research by means of a 3D dynamic fully coupled u-p analysis, addresses the effect of different parameters on shallow foundation settlement rested on two-layered soil. Results show that the presence of dense layer can mitigate the settlement up to 50% in comparison to uniform liquefiable layer. Putting the results of all the analyzes together, an equation was proposed in order to estimate shallow foundation settlement on two-layered subsoil.
HighlightsShallow foundation settlement is affected by all the parameters.Some parameters have more significant effect.A relationship to compute foundation settlement on two-layered soil is proposed.
Liquefaction-induced settlement of shallow foundations on two-layered subsoil strata
AbstractGeotechnical design codes have been shifted from classical limit equilibrium analysis toward the performance-based procedures. In foundation design, settlement is the most representative parameter for its performance. Settlement of shallow foundations subjected to earthquake loading and its consequences is one of the most outstanding issues which should be considered in designing different structures. In this study, settlement of shallow footing on two-layered subsoil strata under earthquake loading is of concern. The numerical study presented in this research by means of a 3D dynamic fully coupled u-p analysis, addresses the effect of different parameters on shallow foundation settlement rested on two-layered soil. Results show that the presence of dense layer can mitigate the settlement up to 50% in comparison to uniform liquefiable layer. Putting the results of all the analyzes together, an equation was proposed in order to estimate shallow foundation settlement on two-layered subsoil.
HighlightsShallow foundation settlement is affected by all the parameters.Some parameters have more significant effect.A relationship to compute foundation settlement on two-layered soil is proposed.
Liquefaction-induced settlement of shallow foundations on two-layered subsoil strata
Ayoubi, Peyman (Autor:in) / Pak, Ali (Autor:in)
Soil Dynamics and Earthquake Engineering ; 94 ; 35-46
04.01.2017
12 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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