摘要
在三轴试验基础上提出采用归纳定义方法来确定孔隙压力关系方程,其结论与根据弹性力学理论推导的结论是一致的,并指出了弹性力学理论推导过程中存在的不严密之处和理论适应性问题·
Points out that the equation of pore pressure is set up by inductive and definition depending on triaxial compression test, it is consisted with the conclusion inferred by elastic mechanics theory. Assigns that there are illogical deduction with elastic mechanics theory and adaptability of the theory.
关键词
孔隙压力系数
三轴压缩
饱和土
coefficient of pore pressure
triaxial compression
saturation soil
