The aim of this research was to investigate the support potential of a thin spray-on liner in an in-situ mining condition and compare that with the performance of steel mesh using numerical models. The research focused on simulating the behaviour of the polymer liner at the rockmass interface accurately. A cohesive zone model was developed to simulate the behaviour of liner at the rock interface. The support capacity of polymer liner and steel mesh when applied on coal mine roof strata and loaded to buckling and guttering failure was also compared using numerical models. Finally, a numerical study to compare the behaviour of the polymer liner and steel mesh when applied in a mine roadway roof was undertaken. In all the models, the polymer liner indicated better support potential than steel mesh.
History
Year
2020
Thesis type
Doctoral thesis
Faculty/School
School of Civil, Mining and Environmental Engineering
Language
English
Disclaimer
Unless otherwise indicated, the views expressed in this thesis are those of the author and do not necessarily represent the views of the University of Wollongong.