Study on intensive design and control of chamber group under the condition of weak surrounding rock

• Autorzy: Yang Jun , Hou Shilin , Zhou Kaifang , Qiao Bowen , Wang Hongyu , Wei Qinglong

Identyfikatory

DOI

10.5277/msc192614

• Języki publikacji: EN

Abstrakty

EN

In order to study the design and stability control of deep soft rock chamber group, taking ninth coal mine of Hebi Coal Power Co., Ltd. as the engineering background, The main problem in normal design is analyzed with the combined method of FLAC3D numerical simulation and field engineering test. and then puts forward targeted control measures and carries out field application. The results show that, compared with the conventional design, the intensive design can reduce the stress concentration degree and plastic zone range of the surrounding rock, as well as reduce the quantities. Compared with conventional supporting schemes, the surrounding rock deformation greatly reduces by more than 82% after adopting bolting and shotcreting with wire mesh + anchor cable + floor anchor supporting. Among them, the floor heave control has obvious effect, and the decreasing amplitude reaches more than 93%. The field application shows that the surrounding rock deformation of the main chamber is within the allowable range, and the chamber control effect is good. Therefore, the research results can provide reference for the design and control of similar chamber groups.

Słowa kluczowe

EN

deep soft rock; chamber group; intensive design; field test; surrounding rock control

• Wydawca: Wydział Geoinżynierii, Górnictwa i Geologii, Instytut Górnictwa Politechniki Wrocławskiej
• Czasopismo: Mining Science
• Rocznik: 2019
• Tom: Vol. 26
• Strony: 223--240
• Opis fizyczny: Bibliogr. 21 poz., rys., tab.

Twórcy

autor

Yang Jun

• Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Beijing 100083, China
• School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing 100083, China

autor

Hou Shilin

• Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Beijing 100083, China
• School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing 100083, China

autor

Zhou Kaifang

• Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Beijing 100083, China
• School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing 100083, China

autor

Qiao Bowen

• Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Beijing 100083, China
• School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing 100083, China

autor

Wang Hongyu

• Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Beijing 100083, China
• School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing 100083, China

autor

Wei Qinglong

• Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Beijing 100083, China
• School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing 100083, China

Bibliografia

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