Abstract: The hydraulic conductivity, the coefficient of consolidation, and the coefficient of volume compressibility play major roles on the pore pressure generation during undrained and partially drained loading of granular soils ...

Abstract: This paper discusses the results of an experimental program to study the compressibility of mixtures of kaolin and diatom microfossils, particularly the effects of diatomite content (DC) on consolidation, swelling, and ...

Abstract: Many government agencies are faced with the challenge of pavement evaluation and maintenance as part of their pavement management systems. These agencies perform or contract manual or automated distress surveys over the ...