Study of failure evolution laws of overlying roadway and stability in solid backfill mining
Author:
Affiliation:
1. State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology , Xuzhou, China
2. School of Civil, Environmental and Mining Engineering, the University of Western Australia , Perth, Australia
Funder
Postgraduate Research & Practice Innovation Program of Jiangsu Province
National Science Fund for Distinguished Young Scholars
Foundation for Distinguished Professor of Jiangsu Province
Publisher
Informa UK Limited
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://www.tandfonline.com/doi/pdf/10.1080/25726668.2018.1430098
Reference23 articles.
1. Evaluation of stresses and displacements induced in discretely layered media
2. Numerical modelling of the effects of weak immediate roof lithology on coal mine roadway stability
3. Application of full-length anchor support technology in a large-section roadway under complicated geological conditions
4. Overlying strata movement law in fully mechanized coal mining and backfilling longwall face by similar physical simulation
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1. Study on the nonlinear deformation characteristics and constitutive model of cemented tailings backfill considering compaction hardening and strain softening;Journal of Materials Research and Technology;2022-07
2. Study on Damage Energy Consumption Characteristics and Mechanical Behaviour of Mixed Aggregates Cemented Backfill Before Peak Stress;IOP Conference Series: Earth and Environmental Science;2020-10-01
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