摘要
文章对太仓围堤吹填工程各级棱体和后方陆域施工过程进行了有限元分析,并与原型监测结果进行了比较。计算表明,南水模型能很好地模拟地基在各种荷载下的固结变形,可用于不具备观测条件的围堤工程进行计算仿真监测,也可用于重要工程进行设计计算。
A limit element analysis is carried out to the rubble-mound for dam back fillingproject and construction process of backland of Taicang, which is compared with prototypemonitoring result It is shown through calculation that 'Nanshui Model', can simulate well theconsolidation deformation of foundation under all kinds of loads, and is applicable foremulation monitoring of calculation of dam project without 'observation conditions', as well asdesign calculation of important projects.
出处
《水运工程》
北大核心
1999年第11期1-6,共6页
Port & Waterway Engineering