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2004•Journal of Geological Hazards and Environment PreservationRequires access

THE SIMULATING STUDY OF THE BEARING CAPACITY OF PILE AND THE ACTION BETWEEN PILE AND SOIL

Weiping Li

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Abstract

On the base of the situ test of caisson pile, the paper simulates the action between the caisson pile and soil on soft clay by finite elements in Dongying. The study items include: action between pile and soil, the regular of load delivery, the relation between the relative displacement of pile and soil, and unilateral friction resistance. The test proves that the simulation result is correct. According to result, the author suggests a new formula to calculate the limit bearing capacity of one pile.

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What this paper is about

On the base of the situ test of caisson pile, the paper simulates the action between the caisson pile and soil on soft clay by finite elements in Dongying. The study items include: action between pile and soil, the regular of load delivery, the relation between the relative displacement of pile and soil, and unilateral friction resistance. The test proves that the simulation result is correct. According to result, the author suggests a new formula to calculate the limit bearing capacity of one pile.

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Available abstract

On the base of the situ test of caisson pile, the paper simulates the action between the caisson pile and soil on soft clay by finite elements in Dongying. The study items include: action between pile and soil, the regular of load delivery, the relation between the relative displacement of pile and soil, and unilateral friction resistance. The test proves that the simulation result is correct. According to result, the author suggests a new formula to calculate the limit bearing capacity of one pile.

Key concepts: Pile, Geotechnical engineering, Bearing capacity, Caisson, Displacement (psychology), Bearing (navigation), Action (physics), Geology

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