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- W248832908 abstract "Liquefaction of saturated granular foundation soils has been a major source of bridge failures during historic earthquakes. Recent studies sponsored by the Federal Highway Administration led to new Seismic Design Guidelines adopted by AASHTO and complementary reports outlining detailed seismic foundation design procedures. This paper reviews potential foundation design problems associated with liquefaction together with related design philosophies. Solutions are presented to show how foundation systems may be designed to accommodate limited site liquefaction for a representative highway bridge structure. Significant changes in the overall response characteristics of highway bridges may occur when liquefaction is encountered. A pile group foundation when properly designed can be used to withstand significant liquefaction of surficial soil layers. Use of battered piles can reduce the lateral movement of the foundation and significantly reduces the bending moment associated with pile buckling at the liquefied zone." @default.
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- W248832908 date "1987-01-01" @default.
- W248832908 modified "2023-09-26" @default.
- W248832908 title "Influence of Site Liquefaction on Seismic Design of Bridge Foundations" @default.
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- W248832908 doi "https://doi.org/10.1016/b978-0-444-98955-0.50007-0" @default.
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