DESIGNING HIGH-PERFORMANCE AMRABAT-ING RESERVES OF COAL EXTRACTION SECTIONS OF COAL MINES IN COMPLICATED GEOLOGICAL CONDITIONS

2017 ◽  
Vol 12 (40) ◽  
pp. 17-20
Author(s):  
E. N. Yakunchikov ◽  
◽  
V. V. Agafonov ◽  
2018 ◽  
Vol 2018 ◽  
pp. 1-9 ◽  
Author(s):  
Qinghai Li ◽  
Renshu Yang ◽  
Jingkai Li ◽  
He Wang ◽  
Zhijie Wen

Roadway support in swelling soft rocks in coal mines has become a critical challenge in recent years. For deformation control in swelling soft rocks, high strength sets are preferred in sites. But high strength always means high costs. Therefore, higher strength sets with not too much cost will be more welcomed in situ. Based on this, three new sets, including a floor beam set, a roof + floor beams set, and a roof + floor beams + braces set, have been developed in the present research. Strength comparisons and costs comparisons have been conducted in this research. Results illustrate that compared with the original set, in the floor beam set, the relative strength of bottom corners reaches 2.964, while the relative cost reaches 1.294; compared with the original set, in the roof + floor beams set, the relative strength of the top arch reaches 2.345, while the relative strength of bottom corners reaches 2.964, and the relative cost reaches 1.568; and compared with the original set, in the roof + floor beams + braces set, the relative strength of the top arch reaches 2.635, and the relative strength of bottom corners reaches 5.905, but the relative cost reaches 1.930. Floor beam set and roof + floor beams set illustrate higher strength and not too higher costs than the original set. Although the roof + floor beams + braces set exhibit much higher strength, they also demonstrate much higher costs than the original set. These new sets can be chosen according to different geological conditions in situ.


Author(s):  
Leonid Aleksandrovich Plaschansky ◽  
Sergey Nikolaevich Reshetnyak ◽  
Maria Yuryevna Reshetnyak

2019 ◽  
Vol 2019 ◽  
pp. 1-12 ◽  
Author(s):  
Junwen Zhang ◽  
Yulin Li

There are series of problems faced by most of the coal mines in China, ranging from low-coal recovery rate and strained replacement of working faces to gas accumulation in the upper corner of coalfaces. Based on the gob-side entry retaining at the No. 18205 working face in a coal mine in Shanxi Province, theoretical analysis, numerical simulation, and engineering practice were comprehensively used to study the mechanical characteristics of the influence of the width of the filling body beside the roadway and the stability of surrounding rock in a high-gas-risk mine. The rational width of the filling body beside the roadway was determined, and a concrete roadway-side support with a headed reinforcement-integrated strengthening technique was proposed, which have been applied in engineering practice. The stability of the filling body beside the roadway is mainly influenced by the movement of the overlying rock strata, and the stability of the surrounding rock can be improved effectively by rationally determining the width of the filling body beside the roadway. When the width of the roadway-side filling body is 2.5 m, the surrounding rock convergence of the gob-side entry retaining is relatively small at only 5% of the convergence ratio. It has been shown that the figure for roof separation is relatively low, and strata behaviors are relatively alleviated and gas density do not exceed the limit, which are the best results of gob-side entry retaining. The results of this research can provide theoretical guidance for excavation of coal mines with similar geological conditions and have some referential significance to safety and efficient production in coal mines.


2018 ◽  
Vol 9 (1) ◽  
pp. 43 ◽  
Author(s):  
Shuai Chang ◽  
Zhen Yang ◽  
Changfang Guo ◽  
Zhanyuan Ma ◽  
Xiang Wu

The hydrogeological conditions of coal mines in China are quite complex, and water inrush accidents occur frequently with disastrous consequences during coal extraction. Among them, the risk of coal mining under a river is the highest due to the high water transmissivity and lateral charge capacity of the unconfined aquifer under the river. The danger of mining under a river requires the accurate determination of the developmental mechanisms of the water flowing fractured zone (WFFZ) and the water flow mechanisms influenced by the specific geological conditions of a coal mine. This paper first used the transient electromagnetic (TEM) method to monitor the development of the WFFZ and the water flow mechanisms following the mining of a longwall face under a river. The TEM survey results showed that the middle Jurassic coarse sandstone aquifer and the Klzh unconfined aquifer were the main aquifers of the 8101 longwall panel, and the WFFZ reached the aquifers during the mining process. Due to the limited water reserves in the dry season, the downward flowing water mainly came from the lateral recharge in the aquifer. The water inrush mechanisms of the 8101 longwall panel in Selian No.1 Coal mine were analyzed based on the water flow mechanisms of the aquifer and the numerical simulation results. This provides theoretical and technical guidance to enact safety measures for mining beneath aquifers.


Ugol ◽  
2017 ◽  
pp. 4-9
Author(s):  
А.А. Tverdov ◽  
◽  
S.B. Nikishichev ◽  
А.B. Yanovsky ◽  
А.I. Skryl ◽  
...  

2021 ◽  
Author(s):  
Shishir Gupta ◽  
Rahul Kumar ◽  
Umesh Mahato ◽  
Russell Conley

Abstract Strategic mine planning is substantial to ensure maximum coal recovery across severely faulted geological conditions with predicted below water table excavation. An optimum plan would improve multiple engineering constraints to deliver high recovery with safety and best possible efficiency of machineries deployed at the problematic area. One such case is of Southern pit at Sasan coal mine, India with fault throw varying from 3m to 40m through a series of parallel merging faults located closely within strike length of 800m. It has challenged the mine for better coal recovery, machine performance and scheduled pit progression over recent corner strips. This paper describes how the mine has overcome complexities of operating in the fault area with localised consistent water seepage. It discusses new pre-strip parameters adopted to enhance dragline productivity, preparation of stable dragline operating bench under given bottom wet overburden conditions, and coal extraction plan which has been incorporated together with dragline stripping plan to improve recovery at the area of study. Several aspects of process have been highlighted during implementation, such as requirement of early dewatering setup for dragline low-wall stability and coal roof cleaning.


2020 ◽  
Vol 61 (5) ◽  
pp. 71-79
Author(s):  
Hoan Ngoc Do ◽  
Fomin Sergey Igorevic ◽  

In the process of developing the general exploitation and disposal plan for the Deonai, CocSau and Caoson coal mines, use should be taken into account the maximum internal disposal sites to reduce the transport supply and facilitate the environmental restoration work after exploitation. However, in the geological conditions of these coal mines, in order to ensure the space to exploit and make full use of useful minerals, it is necessary to calculate the economic efficiency when building the exploitation and disposal plan. The content of the article is based on the criteria of optimum transportation flows of rock in the arrangement of waste disposal when exploiting a group of three open-pit mines Deo Nai, Coc Sau and Cao Son.


2016 ◽  
Vol 6 (2) ◽  
pp. 32-38
Author(s):  
Konstsntin Burmistrov ◽  
◽  
Stanislav Golovey ◽  
Anna Krutikova ◽  
Zagir Dautbaev ◽  
...  

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