摘要
运用灰色系统理论原理 ,建立了预测刚柔组合桩复合地基沉降的GM(1 ,1 )模型和等维新息GM(1 ,1 )模型。工程实例验证 ,应用两种模型的组合对复合地基沉降的预测具有较高的精确度 。
Based on the theory of grey system,models of GM(1,1) and GM(1,1) of same dimension and new information are established to predict the settlement of rigid\|flexible piled composite foundation.These models are proved to have high precision through engineering practice and can satisfy the requirements of engineering.
出处
《工业建筑》
CSCD
北大核心
2003年第8期33-36,共4页
Industrial Construction
关键词
刚柔组合桩
复合地基
地基沉降
灰色系统
沉降预测
rigid\|flexible pile\ composite foundation\ grey system\ settlement prediction
