Influence of Binder and Moisture Content on the Strength of Zeolite 4A Granules

A comprehensive analysis of the material behavior and the strength of (temporary binder) binderless and binder containing zeolithic molecular sieves in granular form is presented. The material behavior has been studied using single granule uniaxial compression tests until primary fracture. The received force-displacement curves have been approximated using the Hertz and the Tomas model, respectively. The rate independent micro-mechanical properties and specific fracture characteristics are presented.