摘要
根据有效应力原理及固结度的定义,推导建立了粘性土地基任意时刻的沉降计算公式,并讨论地基沉降修正系数的取值方法。
According to the principle of effective stress and definition of consolidation, the calculation formula for the settlement at any time of clayed soil foundation are set up and the value taken method for the correction factor of foundation settlement are also discussed in the paper.
出处
《港工技术》
1996年第1期50-53,共4页
Port Engineering Technology
关键词
粘性土
地基
固结
沉降
计算
clayey soil, foundation, consolidation, settlement
