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2002•Zhongguo gonglu xuebaoRequires access

Experimental study of mechanical property of DJM composite-pile foundation

Su Chen

Open publisher page 1 citations

Abstract

Based on the static test of DJM pile, composite foundation and natural foundation, authors analyze the test results of non linear distribution of stress and strain that vary with depth of pile,stress ratio between pile and soil,distribution of stress under bearing plate of composite and nature foundation, and bearing capacity of composite and nature foundation.It points out that delivery depth of stress and strain in pile is finite.

About this research paper

What this paper is about

Based on the static test of DJM pile, composite foundation and natural foundation, authors analyze the test results of non linear distribution of stress and strain that vary with depth of pile,stress ratio between pile and soil,distribution of stress under bearing plate of composite and nature foundation, and bearing capacity of composite and nature foundation.It points out that delivery depth of stress and strain in pile is finite.

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OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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Available abstract

Based on the static test of DJM pile, composite foundation and natural foundation, authors analyze the test results of non linear distribution of stress and strain that vary with depth of pile,stress ratio between pile and soil,distribution of stress under bearing plate of composite and nature foundation, and bearing capacity of composite and nature foundation.It points out that delivery depth of stress and strain in pile is finite.

Key concepts: Pile, Foundation (evidence), Composite number, Geotechnical engineering, Engineering, Structural engineering, Stress (linguistics), Bearing (navigation)

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