Study on the Ratio of Pile's Stress and Soil's Stress in Composite Foundation of CFG Piles Utilizing Slip Line Field Theory

WANG Rui-yong; LI Jian-guang

Jul. 2021

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WANG Rui-yong, LI Jian-guang. Study on the Ratio of Pile's Stress and Soil's Stress in Composite Foundation of CFG Piles Utilizing Slip Line Field Theory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(6): 368-371.

Citation:

WANG Rui-yong, LI Jian-guang. Study on the Ratio of Pile's Stress and Soil's Stress in Composite Foundation of CFG Piles Utilizing Slip Line Field Theory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(6): 368-371.

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Study on the Ratio of Pile's Stress and Soil's Stress in Composite Foundation of CFG Piles Utilizing Slip Line Field Theory

Received Date: 2003-09-02
Available Online: 2021-07-21

Abstract

Abstract

Generation and development processes of upper stab wound amount are reasonably analyzed utilizing slip line field theory. Mechanical condition of upper stab wound amount is derived and a new method of computing the ratio of pile's Stress and soil's Stress is supplied.
- slip line field theory,
- composite foundation of CFG piles,
- the ratio of pile's stress and soil's stress