Study on Influence of Soil Hardness Change on Pile Bearing Capacity and Settlement in Single Bearing Layer of Pile End

被引：0
|
作者：
Xu, Xinyu [1 ]
Ge, Fengyan [1 ]
Xu, Jinkai [2 ]
Liu, Junru [1 ]
机构：
[1] Sch Shanghai Maritime Univ, Shanghai, Peoples R China
[2] Sch Wuhan Huaxia Univ Technol, Wuhan, Hubei, Peoples R China
来源：
2018 INTERNATIONAL SEMINAR ON COMPUTER SCIENCE AND ENGINEERING TECHNOLOGY (SCSET 2018) | 2019年 / 1176卷
关键词：
D O I：
10.1088/1742-6596/1176/4/042026
中图分类号：
TP301 [理论、方法];
学科分类号：
081202 ;
摘要：
The bearing capacity and settlement of the pile are indispensable in the calculation and verification of the pile footing, and the diverse bearing layers of the pile foundation will have different effects on the ultimate strength of the pile and the pile's settlement. Because of the selectivity and transformability of stratum structure, how to optimize the selection and reinforcement of stratum structure is of great significance to the economy and safety of engineering. Therefore the FEM is used to analyze the Sutong Bridge (large-diameter super-long bored pile) as an example, and then the influence of soil hardness change on pile bearing capacity and settlement is studied.
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页数：5
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