饱水粘性土主固结理论(续):主固结过程粘性土含水量与时间的关系

论文的前文(饱水粘性土主固结理论) 已从理论上导出粘性土“主固结比(η) ”、“极限主固结量(S_η) ”及其主固结度U_η的计算方法, 它们取决于粘性土的初始含水量和液限(W_t、W_L) 而与固结应力p无关.作为前文的续篇, 主要是探求一维主固结过程含水量和时间(t) 的变化关系(W_t=f(t, z)).根据一维固结物理模型及假设条件建立的含水量为因变量的主固结二阶偏微分方程并通过特定的边界条件和初始条件, 利用分离变量法和三角函数正交原理解得主固结过程含水量和时间的关系式, 并获得主固结系数Θ及其时间因数Δ的新表达式, 它们在形式上与太沙基固结方程相似, 但实质内容上不一致, 前者是探索粘性土含水量变化, 后者是超静孔压u的变化, 利用新的一维主固结方程进一步导出主固结量(S_t), 平均主固结度(U_t) 及主固结剩余量(ΔS) 等新一组表达式, 利用工程实际数据分别计算表明新的主固结系数Θ所含的相关物理量除含水量外, 其他的物理量如渗透系数(K), 超静孔压水头高度(h₁), 粘性土比重(G_s) 等都不具实质的影响. 

Primary Consolidation Theory of Saturated Soft Clay (Continuation):The Relationship between Clay's Water Content and Time during Primary Consolidation

The primary consolidation ration,utmost primary consolidation and the calculational methods of primary consolidation degree have been draw in the last paper(Study on the Theory Primary Consolidation of Saturated Soft Clay),they lie on the initial moisture and liquid limit,but they are independent of consolidate stress.Qua continuation,the connection of moisture and time during one dimensional consolidation has been searched.According to the one-dimensional-consolidated model and assumption,the second-order ...