Analysis of Shear Test on Pile-soil Interface
作者： T. Wang , L. Nie
DOI: 10.3303/CET1546122
关键词: Shear strength 、 Slippage 、 Shearing (physics) 、 Geotechnical engineering 、 Shear (geology) 、 Engineering 、 Penetration (firestop) 、 Failure type 、 Pile 、 Direct shear test
摘要: Shearing slippage damage is the main failure type at interface of pile and soil, when pile-top load increase, piles displacement gradually increase soil will occur shear from top to bottom, besides, lateral friction resistance foundation reach maximum value gradually. The should largely depend on pile-soil interaction, in most cases, it form bonds near once penetration sliding, which marks damage.
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