THE EARTHQUAKE RESPONSE OF BRIDGE PILE FOUNDATIONS TO LIQUEFACTION INDUCED LATERAL SP

[TAFATNEB]

THE EARTHQUAKE RESPONSE OF BRIDGE PILE FOUNDATIONS TO LIQUEFACTION INDUCED LATERAL SPREAD DISPLACEMENT DEMA NDS

Author: Sharid Khan Amiri | Size: 23.4 MB | Format: PDF | Quality: Unspecified | Publisher: UNIVERSITY OF SOUTHERN CALIFORNIA | Year: 2008 | pages: 417

The earthquake response of various types of pile foundations supporting a variety of bridge structures to liquefaction induced lateral spread displacement demands is analyzed using the concepts of pile ductility and pile pinning. The soil/pile model uses the stress-strain response of reinforced concrete and ste
el, incorporating both the axial and lateral loads for structural elements, and p-y curvesto represent interface elements to assess the pile response during earthquake
induced lateral spread displacement demands.

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