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Lateral response of piles
Response of single pile to moment or lateral thrust is analyzed considering surrounding soil to be elastic-plastic continuum; soil mass is considered to be elastic with progressive zones of yielding developing, depending on arbitrary yield criterion; curves for typical example are presented showing pile loading and deflection vs depth, as well as load vs lateral deflection at ground surface; nonlinear load-deflection response is predicted that is similar in nature to observed field behavior.
Lateral response of piles
Response of single pile to moment or lateral thrust is analyzed considering surrounding soil to be elastic-plastic continuum; soil mass is considered to be elastic with progressive zones of yielding developing, depending on arbitrary yield criterion; curves for typical example are presented showing pile loading and deflection vs depth, as well as load vs lateral deflection at ground surface; nonlinear load-deflection response is predicted that is similar in nature to observed field behavior.
Lateral response of piles
ASCE -- Proc (J Soil Mechanics Foundations Div)
Spillers, W.R. (Autor:in) / Stoll, R.D. (Autor:in)
1964
9 pages
Aufsatz (Zeitschrift)
Englisch
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