对饱和土孔隙压力系数的探讨  

Study on Coefficient of Pore Pressure of Saturation Soil

作　　者：张平[1] 英瑞刚[2] 田红花[1] 张忠[1] 

机构地区：[1]沈阳大学建筑工程学院,辽宁沈阳110044 [2]中国刑警学院基建处,辽宁沈阳110035

出　　处：《沈阳大学学报》2005年第4期68-69,79,共3页

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 

分 类 号：TU413.7[建筑科学—岩土工程]