The paper describes mechacal properties and deformation features of shaft adjoining rocks in gliding tectonic ground and presents the shaft-supporting procedure of smooth-wall cushion blasting,preliminary bolting and ...The paper describes mechacal properties and deformation features of shaft adjoining rocks in gliding tectonic ground and presents the shaft-supporting procedure of smooth-wall cushion blasting,preliminary bolting and shotcreting and pouring reioforced coocrete liner in one-time-whole-section on the basis of adjoining rock deformations measured dynamically site. Field measurements of the pressur exerted on shaft wall show that this supponing procedare has enough safety reserve to meet the safety requirements in mining production.展开更多
In this paper, a novel design method, which is different from the traditional and empirical one (i. e., taking p and pv as the basic checking parameters) is presented for the fatigue strength design of dynamically loa...In this paper, a novel design method, which is different from the traditional and empirical one (i. e., taking p and pv as the basic checking parameters) is presented for the fatigue strength design of dynamically loaded journal bearings. The method makes it possible that dynamically loaded bearings can be desed as same as other machine elements by stress-strength criterion. The practical design results show that the method has high accuracy and reliability, and may open a new visa in bearing fatigue designs.展开更多
文摘The paper describes mechacal properties and deformation features of shaft adjoining rocks in gliding tectonic ground and presents the shaft-supporting procedure of smooth-wall cushion blasting,preliminary bolting and shotcreting and pouring reioforced coocrete liner in one-time-whole-section on the basis of adjoining rock deformations measured dynamically site. Field measurements of the pressur exerted on shaft wall show that this supponing procedare has enough safety reserve to meet the safety requirements in mining production.
文摘In this paper, a novel design method, which is different from the traditional and empirical one (i. e., taking p and pv as the basic checking parameters) is presented for the fatigue strength design of dynamically loaded journal bearings. The method makes it possible that dynamically loaded bearings can be desed as same as other machine elements by stress-strength criterion. The practical design results show that the method has high accuracy and reliability, and may open a new visa in bearing fatigue designs.
