Abstract: In order to effectively control the stability of half-coal and half-rock roadway in Ⅳ622 mining face of Yuanzhuang Colliery， applying elastic-plastic theory of round roadway， the result was obtained that for controlling roadway stability， except for rock strength， how to improve supporting resistance was a key problem. Elastic-plastic deformation zone and displacement field distribution under the condition of no-supporting， anchored-mesh supporting and structure-compensation supporting were analyzed by numerical model based on actual geological condition. On the basis of this， rational surrounding rock control project was present. It is very important that analyzing surrounding rock stability of half-coal and half-rock roadway and analyzing rational position of structure-compensation in surrounding rock control for this kind of roadway.