This study deals with the relationship between short-term compression strength and transmissivity properties of geonets and its effect on the result of land filling design. The result shows that the compression behaviour undergo some plateau or roll-o...
This study deals with the relationship between short-term compression strength and transmissivity properties of geonets and its effect on the result of land filling design. The result shows that the compression behaviour undergo some plateau or roll-over region right after yielding point and this phenomenon will induce some significant decrease in hydraulic properties. Also, the hydraulic properties affected on designing results differently under low and high normal pressure conditions in case of bi-planar geonet. From these results it is assumed that when designing with geonet drainage material used in Landfill, the loading condition must be considered and true transmissivity value which comes from the real hydraulic test should be used than expected values.