Study on the Ratio of Pile's Stress and Soil's Stress in Composite Foundation of CFG Piles Utilizing Slip Line Field Theory
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摘要: 应用滑移线场理论解释了CFG桩复合地基桩顶刺入变形的发生发展变化过程,并推导了产生桩顶刺入变形的力学条件,为更准确地计算CFG桩复合地基中桩土应力比提供了一条新的思路。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.
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