Nonlinear Pore Pressure Equationby Jerry C. F. Chen, (A.M.ASCE), Res. Soils Engr.; Ofc. of Materials and Res., Florida Dept. of Transp., Gainesville, FL,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1972, Vol. 98, Issue 6, Pg. 649-651
Document Type: Journal Paper
Linear stress-strain equations are generally employed in the solution of soil displacement problems; however, those equations are usually valid for small deformations only. Displacements encountered in soil mechanics problems are often of large magnitudes and therefore a nonlinear stress-strain equation should be used. The derivation of pore pressure equations which are based on nonlinear stress-strain properties are presented herein.
Subject Headings: Pore pressure | Stress strain relations | Soil stress | Displacement (mechanics) | Soil deformation | Linear functions | Nonlinear analysis
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