摘要
本文给出了一种计算轻度超固结土的一维现场固结的方法。结合算例分析了这种土的固结特点及依Ｔｅｒｚａｇｈｉ理论计算误差。
An approach to calculate the in-situ one-dimensional consolidation of slightly over-consolidated soils is proposed in this paper.The consolidation characteristics and and the differ-ence according to Terzaghi’s theory are discussed on the basis of given examples
出处
《华东地质学院学报》
1994年第4期365-372,378,共9页
Journal of East China Geological Institute
关键词
轻度超固结土
现场固结
固结度
slightly over-consolidated soils
In-situ consolidation
degree of consolidaation
