The paper describes mechanical properties and deformation features of shaft adjoining rocks in gliding tectonic ground and presents the shaft-fupporting procedure of smooth-wall cushion blasting ,preliminary bolting and shotcreting and pouring reinforced concrete liner in one-time-whole-section in the basis of adjoining rock deformations measured dynamically in site ,Field measurements of the pressure exerted on shaft wall show that this supporting procedure has enough safety reserve to meet the safety repuirements in mining production.
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