Discussion on Two Simplified Swelling Pressure Models for Expansive Soils
The swelling pressure model developed by former researchers based on the Gouy-Chapmann interacting diffuse double layer theory and osmotic pressure theory is effective in simulating swelling pressure of expansive soils.But it is difficult to combine equations of the model to calculate swelling pressure directly from void ratio because one of the equations is elliptic integral. So some researchers proposed the best-fit linear equation for the parameters u and Kd in the elliptic integral and then presented simplified swelling pressure model composed of the best-fit linear equation and other equations. However, when the range of Kd is big, the linear relationship does not fit u-log(Kd) well. Here the second order exponential function is applied to fit u-Kd relationship, and the results indicate that it fits u-Kd exactly without the influences of the range of Kd and other factors. At last, based on the u and Kd values obtained by numerical integration of the interacting double layer model and the second order exponential function for u-Kd, the feasibility to use the single double layer theory to establish swelling pressure model is discussed.
expansive soils swelling pressure model u-Kd relationship second order exponential function single double layer theory
JIA Jing-chao YANG Qing
Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University
国际会议
徐州
英文
25-28
2007-10-22（万方平台首次上网日期，不代表论文的发表时间）