Determination of coal pillar width for gob‐side entry driving in isolated coal face and its control in deep soft‐broken coal seam: A case study
Author:
Affiliation:
1. School of Energy and Mining Engineering China University of Mining & Technology‐Beijing Beijing China
2. Faculty of Applied Science The University of British Columbia Vancouver British Columbia Canada
Funder
China Postdoctoral Science Foundation
Publisher
Wiley
Subject
General Energy,Safety, Risk, Reliability and Quality
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/ese3.1139
Reference45 articles.
1. Roof Deformation, Failure Characteristics, and Preventive Techniques of Gob-Side Entry Driving Heading Adjacent to the Advancing Working Face
2. Failure analysis and control mechanism of gob‐side entry retention with a 1.7‐m flexible‐formwork concrete wall: a case study;Xie S;Eng Fail Anal,2020
3. Pillar size optimization design of isolated island panel gob-side entry driving in deep inclined coal seam—case study of Pingmei No. 6 coal seam
4. Squeezing failure behavior of roof‐coal masses in a gob‐side entry driven under unstable overlying strata
5. ChenA. Width design of small coal pillar of gob‐side entry driving in soft rock working face and its application of Zaoquan coal mine.Adv Civil Eng.2021:9999957.
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