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办公楼钻孔灌注桩桩基承载力研究
引用本文:李峰,刘盖.办公楼钻孔灌注桩桩基承载力研究[J].城市建筑,2014(30):203-203.
作者姓名:李峰  刘盖
作者单位:南京苏杰岩土勘察设计有限公司,南京210009
摘    要:本文拟应运用有限元分析方法,以泥岩地基的工程为例,探讨了实际工程中的钻孔灌注桩的承载力,并根据实际情况设定了参数,进行了数值模拟研究,结合实际测得值进行了对比。结果表明,这类数值模拟结果可信,可作为相关参考。

关 键 词:办公楼  钻孔灌注桩  岩土工程

Study on Bearing Capacity of Bored Pile Foundation of Office Building
Li Feng,Liu Gai.Study on Bearing Capacity of Bored Pile Foundation of Office Building[J].Urbanism and Architecture,2014(30):203-203.
Authors:Li Feng  Liu Gai
Affiliation:Li Feng, Liu Gai
Abstract:This paper by using the finite element analysis method, taking mudstone foundation project as an example, discusses the bearing capacity of bored pile in practical engine-eering, sets the parameters according to the actual situation, carries the study of the numerical simulation, and compares the actual measured value. The results show that this kind of nu-merical simulation result is credible, and can be used as re-ference.
Keywords:office building  bored pile  geotechnical engineering
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