超固结软黏土一维蠕变次固结系数与侧压力系数

通过K₀固结原状试样一维蠕变试验，模拟软土地基超载预压卸荷再加荷过程，研究超固结软黏土蠕变过程的次固结系数C_α和侧压力系数K_0r与应力历史的关系。研究结果表明，超固结软黏土的主固结过程相对于正常固结状态有明显缩短，次固结系数C_α与荷载相关，随着 增大而减小，超载预压时间延长导致 增大次固结系数减小。超固结软黏土蠕变过程的侧压力系数K_0r随时间近似恒定，受应力状态和应力历史影响，随再加荷压力增大而减小，随前期固结压力的增大而增大，与 近似成线性关系。依据试验和假定建立的K_0r理论模型，反应了相关条件的影响，无需专用参数，与试验结果具有较高的一致性。一维变形条件下，超固结软黏土的次固结系数C_α与广义剪应力和球应力的比值 具有本质上的联系,符合双曲线规律。

One-dimensional secondary consolidation coefficient and lateral pressure coefficient of overconsolidated soft clay

A series of one-dimensional K₀ consolidation and creep tests on undisturbed samples are carried out to simulate the surcharge preloading process of unloading and reloading and to study the relationship between the secondary consolidation coefficient C_α, lateral press coefficient K_0r of overconsolidated soft clay and stress history. The studies show that the primary consolidation time of the overconsolidated soft clay is much more reduced than that of the normally consolidated soft clay; the secondary consolidation coefficient is related to pressure and it becomes less as increases; and longer pre-loading time makes increase and C_α decrease. The lateral pressure coefficient K_0r in creep process of soft clay is an approximate constant over time and it is influenced by stress state and stress history. It becomes less as reloading pressure increases and becomes larger with pre-consolidation pressure and has an approximate linear relationship with . The K_0r model found by experiment and hypothesis without special parameters reflects the influence of the related conditions and has high consistency with the experimental results. The secondary consolidation coefficient C_α is related with the ratio of shear stress and spheric stress essentially, and they meet the hyperbolic rule.