Title: On Embankment Pile Settlement Approximate Calculation Based on Mindlin Stress Formulas
Abstract: Due to most share load of pile soil transferred to pile as the form of negative skin friction,embankment pile can be supposed approximately to be the pile foundation of neutral point affected by the upper load directly,which is thought of as the distribution pattern of pile lateral friction.Using Mindlin stress formulas to calculate additional stress and settlement of embankment pile foundation,the calculation results can meet the practical results greatly.
Publication Year: 2012
Publication Date: 2012-01-01
Language: en
Type: article
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