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What is Liquefaction Impact on Pile Shaft Demands about?

This study investigates the inelastic response of extended pile shafts subjected to liquefaction-induced lateral spreading through nonlinear dynamic analyses. Results indicate that the combined effects of lateral spreading and superstructure inertia lead to significantly larger demands on the structure than either effect alone, necessitating a new design approach. The findings contribute to the development of an equivalent static analysis design procedure for better estimating structural demands in liquefie

Author

yanbeizhang

Language

EN