An innovative approach for gob‐side entry retaining in deep coal mines: A case study

Author:

Fan Deyuan1ORCID,Liu Xuesheng12,Tan Yunliang1,Yan Lei3,Song Shilin1,Ning Jianguo1

Affiliation:

1. State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology Shandong University of Science and Technology Qingdao China

2. State Key Laboratory of Water Resource Protection and Utilization in Coal Mining China Energy Group Co., Ltd Beijing China

3. Suncun Coal Mine Xinwen Mining Group Co., Ltd Taian China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Publisher

Wiley

Subject

General Energy,Safety, Risk, Reliability and Quality

Reference64 articles.

1. Design and construction of entry retaining wall along a gob side under hard roof stratum

2. Roof Deformation, Failure Characteristics, and Preventive Techniques of Gob-Side Entry Driving Heading Adjacent to the Advancing Working Face

3. Adaptation assessment of gob-side entry retaining based on geological factors

4. Technology of gob‐side entry retaining on its original position in fully mechanized coalface with solid material backfilling;Huang YL;J Chin Coal Soc,2011

5. Deformation characteristics of surrounding rock and supporting technology of gob‐side entry retaining in deep coal mine;Kang H;Chin J Rock Mech Eng,2010

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