摘要
利用依据固结仪分步加载软土蠕变特性而建立的三维软土蠕变模型,对天津港南疆突堤进行有限元分析,并与实测结果进行对比。计算结果与实测曲线吻合较好,说明该模型能够较准确模拟实际工程中土体的蠕变特性。通过模型参数对计算结果的影响分析发现,模型中的修正蠕变系数μ*对计算结果影响最大,并决定土体的蠕变为衰减蠕变或非衰减蠕变。
Based on a three dimensional creep model developed from the creep properties of soft foil under the stepped loads in and oedometer,the deformation of Nanjiang Pier in Tianjin Port due to creep was analyzed with the finite element method and compared with the measured results. The calculated results fitted well with the measured profile, indicating that the model can accurately simulate the behavior of creep in soil mass in practical engineering works. It is found after an analysis of the influence of the parameters of the model upon the calculated results that the modified creep coefficient, μ^＊ , in the model influences most greatly the calculated results and determines if the creep in the soil mass is an attenuation creep or not.
出处
《中国港湾建设》
北大核心
2006年第2期8-10,共3页
China Harbour Engineering
关键词
软土
蠕变
天津港
有限元
回填土
soft soil
creep
Tianjin Port
finite element method
