2008•Bulletin of Science and TechnologyRequires access

Experiment Study of Pile-soil Stress Ratio of Pile-Net Composite Foundation

Lian Feng

Abstract

Pile-net composite foundation is a new kind of soft soil treatment method developed in recent years. The respective effects of pile, net and soil are initiated to control the residual settlement effectively. According to the actuality of lacking relevant data, two experimental section are designed to investigate the change mechanism of pile-soil stress ratio of pile-net composite foundation .Some useful results are obtained and provide the basis for the theoretical research and optimum design of pile-net composite foundation .

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Key concepts: Pile, Foundation (evidence), Geotechnical engineering, Composite number, Settlement (finance), Net (polyhedron), Stress (linguistics), Structural engineering