The current calculation methods based on one-dimensionalconsolidation theory have not met the project's needs.
现有设计理论中的基于单向固结理论的计算方法已无法满足工程要求。
2
An approach to calculate the in-situ one-dimensionalconsolidation of slightly over-consolidated soils is proposed in this paper.
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。
3
And the equations can be degenerated into Terzaghi's one-dimensionalconsolidation differential equations directly under infinitesimal strain condition.