摘要
Abstract
For saturated foundation with deep clay, additional stress along compression layer caused by subgrade load approximately decays in irregular curve.In order to further improve the accuracy of consolidation calculation, based on Ter aghi theory of one-dimensional consolidation, pore pressure formula in which the nonlinear change of initial excess pore pressure along vertical profile is taken into account, is derived in this paper.The convergence rate of the formula is discussed.Through certain simplification on the basis of ensuring accuracy, an equation of average consolidation degree of the whole compression layer is obtained.关键词
路基/一维固结/初始超孔压/平均固结度/计算式Key words
subgrade/ one-dimensional consolidation/ initial excess pore pressure/ average consolidation degree/ formula分类
建筑与水利
