Dear sirs,
I am doing a research to develope my knowledge for
analyzing foundation of the bridges of high-speed
railway lines.
Does anybody have had experiences in this field to
help me in finding the references?
Til now, I know that foundations for such cases
firstly, should have enough stiffness to provide
enough sopport the piers and deck in order to
deflections be limited under alowable felections.
secondly such foundation are subjected to have
residual permanent settlement under cyclic load of the
train with high speed.
I have not found any comprehensive research for
predicting residual settlement of spread footing or
deep foundation.
I would be delighted if some body help me.
Reza Bicharanlou
University of Tehran
MSc of Geotech. Eng
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