Double Peaked Stress–Strain Behavior and Progressive Failure Mechanism of Encased Coal Pillars Under Uniaxial Compression
- 24 April 2020
- journal article
- research article
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 53 (7), 3253-3266
- https://doi.org/10.1007/s00603-020-02101-7
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (No. 51574172)
- National Natural Science Foundation of China (No. U1710258)
This publication has 31 references indexed in Scilit:
- Stress Changes and Deformation Monitoring of Longwall Coal Pillars Located in Weak GroundRock Mechanics and Rock Engineering, 2016
- Analysis of pillar stability of mined gas storage caverns in shale formationsEngineering Geology, 2014
- The effect of a multi-gob, pier-type roof structure on coal pillar load-bearing capacity and stress distributionBulletin of Engineering Geology and the Environment, 2014
- Field investigation of long-term bearing capacity of strip coal pillarsInternational Journal of Rock Mechanics and Mining Sciences, 2014
- Relationship Between Pre-failure and Post-failure Mechanical Properties of Rock Material of Different OriginRock Mechanics and Rock Engineering, 2014
- Strength of an Australian Coal Under Low ConfinementRock Mechanics and Rock Engineering, 2013
- A numerical study of the scale effect in coal strengthInternational Journal of Rock Mechanics and Mining Sciences, 2013
- Subsidence risk assessment of decommissioned bord-and-pillar collieriesInternational Journal of Rock Mechanics and Mining Sciences, 2013
- The effect of loading rate on the behavior of samples composed of coal and rockInternational Journal of Rock Mechanics and Mining Sciences, 2013
- 3-D numerical modelling of Domino failure of hard rock pillars in Fetr6 Chromite Mine, Iran, and comparison with empirical methodsJournal of Central South University, 2013