Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible

来源 :Journal of Zhejiang University(Science A:An International Ap | 被引量 : 0次 | 上传用户:ruiye
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As a special geological phenomenon, the character of collapsible loess foundation is collapsible when penetrated by water. This character leads to the soil losing load bearing capacity largely and may lead to foundation failure. Pile is a popular foundation used in collapsible loess. The squeezed branch and plate pile is a new type of pile developed in recent years and has not be used in a project before. In this paper three squeezed branch and plate piles are tested in collapsible loess after immersion processing. The results may be used for reference in similar construction project, and to provide theoretical references for de- signing of the squeezed branch and plate piles in engineering practice. As a special geological phenomenon, the character of collapsible loess foundation is collapsible when penetrated by water. This character leads to the soil losing load bearing capacity substantial and may lead to foundation failure. The squeezed branch and plate pile is a new type of pile developed in recent years and has not be used in a project before. In this paper three squeezed branch and plate piles were tested in collapsible loess after immersion processing. construction project, and to provide theoretical references for de- signing of the squeezed branch and plate piles in engineering practice.
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