摘要
对饱和粘性土等向团结不排水剪切试验应力应变关系的归一化性状、弹性模量及其应用等几个问题进行了研究，提出了新的归一化变数，导出了弹性模量与地基土深度之间的关系，经工程实例验证，该关系或具有一定的应用价值。
The normolized characters and the modulus of elasticity of the consolidated isotiopicallyundaiaed (CIU) text for relating the stree to the strain of the clay soil and its applications areexperimeted on. A new normalization variables are given and the relationship between themodulus of elasticity and the depth of ground is dedUced,The engineering examples showthat the relation has application value.
出处
《鞍山钢铁学院学报》
1997年第4期42-45,共4页
Journal of Anshan Institute of Iron and Steel Technology
关键词
归一化
归一化变数
弹性模量
割线模量
粘性土
tormolization,normolzed variables,modulus of elasticity,secont modulus
