Research on Coupling Control Technology of Constant Resistance in Gob-side Entry Under Mined Gob of Recent Coal Seam Group-Reference-Cited by-同舟云学术

Research on Coupling Control Technology of Constant Resistance in Gob-side Entry Under Mined Gob of Recent Coal Seam Group

Published:2020-07-02 Issue:5 Volume:38 Page:4685-4699
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Zhang Yong,Xia Xing,Sun Xiao-ming,Song Peng,Wang Jian,Sun Shi-jie,Chen Chen

Funder

the National Key Research and Development Plan of China

the National Natural Science Foundation of China

the Special Fund of Basic Research and Operating of China University of Mining & Technology, Beijing

he Yueqi Outstanding Scholar Award Program of China University of Mining and Technology, Beijing

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-020-01319-0.pdf

Reference16 articles.

1. Bai JB, Wang WJ, Hou CJ et al (2000) Control mechanism and support technique about gateway driven along goaf in fully mechanized top coal caving face. J China Coal Soc 25(05):478–481

2. He MC (2014) Progress and challenges of soft rock engineering in depth. J China Coal Soc 39(08):1409–1417

3. He MC, Guo ZB (2014) Mechanical properties and engineering applications of anchor bolt with constant resistance and large deformation. Chin J Rock Mech Eng 33(07):1297–1308

4. He MC, Xie HP, Peng SP et al (2005a) Study on rock mechanics of deep mining engineering. Chin J Rock Mech Eng 24(16):2803–2813

5. He MC, Hu YG, Guo ZB, et al (2005b) Research on technology of coupling support in large section soft rock tunnel. Gr Press Strata Contr (04):1–3+142

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Research on Deformation and Failure Law of the Gob-Side Roadway in Close Extra-Thick Coal Seams;Sustainability;2023-02-02