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港区软土地基沉降预测分析
引用本文:张蓓.港区软土地基沉降预测分析[J].山西建筑,2012,38(29):99-100.
作者姓名:张蓓
作者单位:上海建峰职业技术学院,上海,201900
摘    要:利用太沙基一维固结理论,通过实测沉降与计算沉降的拟合分析,对港区软土土层参数进行反演,对软土地基工后沉降量进行了预测分析,计算结果可供工程参考。

关 键 词:实测沉降  工后沉降  预测分析

On analysis of settlement prediction of soft soil foundation at portal regions
ZHANG Bei.On analysis of settlement prediction of soft soil foundation at portal regions[J].Shanxi Architecture,2012,38(29):99-100.
Authors:ZHANG Bei
Affiliation:ZHANG Bei (Shanghai Jianfeng Vocational and Technical College,Shanghai 201900,China)
Abstract:The paper adopts the one-demension Terzaghi consolidation theory,undertakes the inversion for the parameter of soft soil layer at the portal regions by having the fitting analysis of the measured settlement and calculation settlement,has the prediction analysis of the settlement amount at the soft soil foundation after the construction,and proves by the calculation result that it can be the reference for other projects.
Keywords:measured settlement  settlement after the construction  prediction analysis
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