Application of concrete‐filled steel tubular columns in gob‐side entry retaining under thick and hard roof stratum: A case study-Reference-Cited by-同舟云学术

Application of concrete‐filled steel tubular columns in gob‐side entry retaining under thick and hard roof stratum: A case study

Published:2019-08-18 Issue:6 Volume:7 Page:2540-2553
ISSN:2050-0505
Container-title:Energy Science & Engineering
language:en
Short-container-title:Energy Sci Eng

Author:

Huang Wanpeng¹²^ORCID,Wang Xuewen¹,Shen Yusan¹,Feng Fan¹^ORCID,Wu Kai¹,Li Cunlu³

Affiliation:

1. State Key Laboratory of Mining Disaster Prevention and Control Shandong University of Science and Technology Qingdao China

2. School of Minerals and Energy Resources Engineering University of New South Wales Sydney NSW Australia

3. Lu'xi Coal Mine Shandong Energy Group Co. Ltd. Jining China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

General Energy,Safety, Risk, Reliability and Quality

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/ese3.442

Reference38 articles.

1. Theory and practice of surrounding rock control for pillarless gob‐side entry retaining;Zhang N;J Chin Coal Soci,2014

2. An Innovative Approach for Gob-Side Entry Retaining in Thick Coal Seam Longwall Mining

3. An estimation method for cover pressure re-establishment distance and pressure distribution in the goaf of longwall coal mines

4. EsterhuizenE MarkC MurphyMM.Numerical model calibration for simulating coal pillars gob and overburden response. Proceedings‐the 29th International Conference on Ground Control in Mining. Morgantown WV:46‐57.

5. Pressure relief and structure stability mechanism of hard roof for gob-side entry retaining

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