Coal Strength Development with the Increase of Lateral Confinement

The high stress environment brings many challenges in underground coal mining. In order to address the strength behavior of coal under various confining stresses and hence shed light on coal pillar design optimization, compressive tests were conducted under the lateral confinement of 0⁻8.0...

Full description

Bibliographic Details
Main Authors: Junwen Zhang, Yulin Li
Format: Article
Language:English
Published: MDPI AG 2019-01-01
Series:Energies
Subjects:
Online Access:https://www.mdpi.com/1996-1073/12/3/405
id doaj-66a53c98cbbd402d984b5f0499ce29b9
record_format Article
spelling doaj-66a53c98cbbd402d984b5f0499ce29b92020-11-25T01:01:12ZengMDPI AGEnergies1996-10732019-01-0112340510.3390/en12030405en12030405Coal Strength Development with the Increase of Lateral ConfinementJunwen Zhang0Yulin Li1State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaCollege of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaThe high stress environment brings many challenges in underground coal mining. In order to address the strength behavior of coal under various confining stresses and hence shed light on coal pillar design optimization, compressive tests were conducted under the lateral confinement of 0&#8315;8.0 MPa, and the strength enhancement mechanism was studied from the grain scale using PFC modeling. The results show that the coal strength and cumulative axial strain at failure increased with the confinement, while the Young&#8217;s modulus of coal is independent of confinement. However, this confinement-dependent strength property can be significantly weakened by existing cracks. Compared to the significant increase in peak compressive stress, the crack initiation stress slightly increased with the confinement. The strength component mobilized with the confinement enhancement. In the early stage of loading, the high confinement restrained the development of microcracks, while in the later stage, it enhanced the frictional resistance strength component. The two mechanism shifted the compressive strength of coal together and the latter one contributed to the strength component mobilization. The coal showed three failure modes sequentially with the increase of confinement, namely axial splitting, mixed failure and shear failure mode. With regard to failure envelope, the Mohr-Coulomb, Hoek-Brown and S-shaped failure criteria can generally represent the confinement-dependent coal strength with <i>R</i>-square larger than 0.9. The confinement of rapid strength promotion section of S-shape failure envelope falls in a range of 1.5&#8315;3.0 MPa. This leads to the difficulty of S-shaped failure envelope justification due to the soft nature and heterogeneity of coal.https://www.mdpi.com/1996-1073/12/3/405coal miningstrength characterizationfailure modeconfining stress
collection DOAJ
language English
format Article
sources DOAJ
author Junwen Zhang
Yulin Li
spellingShingle Junwen Zhang
Yulin Li
Coal Strength Development with the Increase of Lateral Confinement
Energies
coal mining
strength characterization
failure mode
confining stress
author_facet Junwen Zhang
Yulin Li
author_sort Junwen Zhang
title Coal Strength Development with the Increase of Lateral Confinement
title_short Coal Strength Development with the Increase of Lateral Confinement
title_full Coal Strength Development with the Increase of Lateral Confinement
title_fullStr Coal Strength Development with the Increase of Lateral Confinement
title_full_unstemmed Coal Strength Development with the Increase of Lateral Confinement
title_sort coal strength development with the increase of lateral confinement
publisher MDPI AG
series Energies
issn 1996-1073
publishDate 2019-01-01
description The high stress environment brings many challenges in underground coal mining. In order to address the strength behavior of coal under various confining stresses and hence shed light on coal pillar design optimization, compressive tests were conducted under the lateral confinement of 0&#8315;8.0 MPa, and the strength enhancement mechanism was studied from the grain scale using PFC modeling. The results show that the coal strength and cumulative axial strain at failure increased with the confinement, while the Young&#8217;s modulus of coal is independent of confinement. However, this confinement-dependent strength property can be significantly weakened by existing cracks. Compared to the significant increase in peak compressive stress, the crack initiation stress slightly increased with the confinement. The strength component mobilized with the confinement enhancement. In the early stage of loading, the high confinement restrained the development of microcracks, while in the later stage, it enhanced the frictional resistance strength component. The two mechanism shifted the compressive strength of coal together and the latter one contributed to the strength component mobilization. The coal showed three failure modes sequentially with the increase of confinement, namely axial splitting, mixed failure and shear failure mode. With regard to failure envelope, the Mohr-Coulomb, Hoek-Brown and S-shaped failure criteria can generally represent the confinement-dependent coal strength with <i>R</i>-square larger than 0.9. The confinement of rapid strength promotion section of S-shape failure envelope falls in a range of 1.5&#8315;3.0 MPa. This leads to the difficulty of S-shaped failure envelope justification due to the soft nature and heterogeneity of coal.
topic coal mining
strength characterization
failure mode
confining stress
url https://www.mdpi.com/1996-1073/12/3/405
work_keys_str_mv AT junwenzhang coalstrengthdevelopmentwiththeincreaseoflateralconfinement
AT yulinli coalstrengthdevelopmentwiththeincreaseoflateralconfinement
_version_ 1725210147036332032