考虑胶结特性影响的土体剪胀模型

Research of Pore Pressure in Saturated Soft Soil

在前人对孔隙水压力研究的基础上 ,提出了考虑土颗粒之间胶结特性影响的土体剪胀模型 ,并应用该模型分析了土体结构性对孔隙水压力的影响 .试验结果不仅论证了土体的结构性对剪胀性、孔隙水压力有显著的影响 。

Based on the research on pore pressure in saturated soft soils,this paper presents a shear dilatancy model considering the effect of cementation of soil and then focuses on the effect of cementation on pore pressure in saturated soft soils.This paper also verifies the results through some experiments.