Abstract: Due to the deep mine poor stability of the soft rock roadway in a thick alluvium, serious weathered and weaken when met with water, easy occurred plast ic deformation and rheology phenomenon, according to Zhaolou Mine in a high stress area and with the joint and crack developed rock strata, in order to ensure the sta bility of the ingate in the unstable Alluvium soft rock, a combined support system with high strength yielding bolt+anchor+bolt grouting+shotcreting and site pouring reinf orced concrete was provided for the reinforcement of the ingate .After the reinforcement of the ingate conducted, the max stressed value of the bolt and anchor measure d would be 56 kN and 108 kN individually and would have a sufficient safety margins. The max strain varied value of the concrete would be 31x10-6, would be in a safet y status basically, would remarkably improve the stressed status of the surrounding rock, could improve the bearing capacity of the support structure and could control t he deformation of the surrounding rock. Thus the stability control problem of the ingate in thick Alluvium of the deep mine could be effectively solved. The stability of the r oadway surrounding rock and the support structure could be ensured.