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Three-Dimensional Bridge-Ground Liquefaction-Induced Deformations
Global response of bridges is dictated by soil-structure interaction considerations of the entire bridge-ground system. In this study the three-dimensional (3D) longitudinal response of such a bridge-ground system is numerically investigated. A realistic multi-layer soil profile is considered with interbedded liquefiable/non-liquefiable strata. Effect of the resulting liquefaction-induced ground deformation on the bridge-ground system is explored. The analysis techniques as well as the derived insights are of significance for general bridge-system configurations under liquefaction-induced ground deformation.
Three-Dimensional Bridge-Ground Liquefaction-Induced Deformations
Global response of bridges is dictated by soil-structure interaction considerations of the entire bridge-ground system. In this study the three-dimensional (3D) longitudinal response of such a bridge-ground system is numerically investigated. A realistic multi-layer soil profile is considered with interbedded liquefiable/non-liquefiable strata. Effect of the resulting liquefaction-induced ground deformation on the bridge-ground system is explored. The analysis techniques as well as the derived insights are of significance for general bridge-system configurations under liquefaction-induced ground deformation.
Three-Dimensional Bridge-Ground Liquefaction-Induced Deformations
Lecture Notes in Civil Engineering
Barla, Marco (Herausgeber:in) / Di Donna, Alice (Herausgeber:in) / Sterpi, Donatella (Herausgeber:in) / Qiu, Zhijian (Autor:in) / Elgamal, Ahmed (Autor:in)
International Conference of the International Association for Computer Methods and Advances in Geomechanics ; 2021 ; Turin, Italy
15.01.2021
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Computational modelling of liquefaction-induced deformations
British Library Conference Proceedings | 2002
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