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On Embankment Pile Settlement Approximate Calculation Based on Mindlin Stress Formulas

LU Xian-hua

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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.

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What this paper is about

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.

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Available 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.

Key concepts: Pile, Levee, Settlement (finance), Foundation (evidence), Geotechnical engineering, Pile cap, Stress (linguistics), Point (geometry)

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