scholarly journals Pendulum Waves on the Surface of Block Rock Mass under Dynamic Impact

2017 ◽  
Vol 53 (1) ◽  
pp. 59-64 ◽  
Author(s):  
N. I. Aleksandrova
2018 ◽  
Vol 29 ◽  
pp. 00006 ◽  
Author(s):  
Dawid Szurgacz ◽  
Jaroław Brodny

A powered roof support is a machine responsible for protection of an underground excavation against deformation generated by rock mass. In the case of dynamic impact of rock mass, the proper level of protection is hard to achieve. Therefore, the units of the roof support and its components are subject to detailed tests aimed at acquiring greater reliability, efficiency and efficacy. In the course of such test, however, it is not always possible to foresee values of load that may occur in actual conditions. The article presents a case of a dynamic load impacting the powered roof support during a high-energy tremor in an underground hard coal mine. The authors discuss the method for selecting powered roof support units proper for specific forecasted load conditions. The method takes into account the construction of the support and mining and geological conditions of an excavation. Moreover, the paper includes tests carried out on hydraulic legs and yield valves which were responsible for additional yielding of the support. Real loads impacting the support unit during tremors are analysed. The results indicated that the real registered values of the load were significantly greater than the forecasted values. The analysis results of roof support operation during dynamic impact generated by the rock mass (real life conditions) prompted the authors to develop a set of recommendations for manufacturers and users of powered roof supports. These include, inter alia, the need for innovative solutions for testing hydraulic section systems.


2020 ◽  
Vol 273 ◽  
pp. 105694
Author(s):  
Xiao Liu ◽  
Junwei Ma ◽  
Huiming Tang ◽  
Shu Zhang ◽  
Lei Huang ◽  
...  

2018 ◽  
Vol 71 ◽  
pp. 00002 ◽  
Author(s):  
Dawid Szurgacz ◽  
Jarosław Brodny

The main purpose of the powered roof support is to protect headings from the impact of the rock mass. The result of such impact is static and dynamic load impacting the support section, which is carried by its construction. The basic elements of the construction of the support are hydraulic legs, whose task is to ensure adequate strength of its setting. Particularly in the case of dynamic impact of the rock mass, these legs are exposed to a very unfavourable load condition. Therefore, it is necessary to conduct tests to determine the parameters of operation for this type of loads. The paper presents the results of tests on the hydraulic leg subjected to impact load with free falling impact mass. The purpose of the research was to determine the parameters of the leg's operation, i.e. the time periods of pressure in the space under the piston and other elements of the hydraulic system. The tests were conducted in compliance with designed methodology and included innovative registration system. The obtained results clearly indicate the correctness of the adopted assumptions. According to the authors, the results should be applied during selection and operation of a powered roof support.


1991 ◽  
Vol 27 (4) ◽  
pp. 363-367
Author(s):  
V. Yu. Veksler ◽  
Yu. S. Gurevich ◽  
A. G. Egorov

2009 ◽  
Vol 19 (6) ◽  
pp. 699-708
Author(s):  
Hao WU ◽  
Qin FANG ◽  
Ya-dong ZHANG ◽  
Jin-chun LIU ◽  
Zi-ming GONG

2006 ◽  
Vol 42 (5) ◽  
pp. 468-475 ◽  
Author(s):  
N. I. Aleksandrova ◽  
A. G. Chernikov ◽  
E. N. Sher
Keyword(s):  

2009 ◽  
Vol 19 (4) ◽  
pp. 409-419 ◽  
Author(s):  
Hao WU ◽  
Qin FANG ◽  
Ya-dong ZHANG ◽  
Yu-sheng LU ◽  
Jin-chun LIU

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