APPLICATION OF SEMI-ANALYTICAL SOLUTION INTO CONSOLIDATION OF LAYERED SOFT CLAY
半解析法在成层软粘土地基固结问题中的应用

Viscosity is one of the important characters of soft clay. Due to the viscous deformation of subsoil,consolidation shows secondary time effects. Another important character of natural subsoil is layer. According to a layered soil model,the semi-analytical solution for one-dimensional consolidation of layered soft clay under time-dependent loading is presented and the computer program is developed. Based on the computing result,some useful consolidation diagrams are obtained and the relevant characters of the consolidation of layered soft clay is discussed.