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。
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.
出处
《山西建筑》
2012年第29期99-100,共2页
Shanxi Architecture
关键词
实测沉降
工后沉降
预测分析
measured settlement
settlement after the construction
prediction analysis
