journal article·2017-09

Micromechanics model of gas saturated coal weakened by elliptical microcracks

Zhongjun Ren, Ling Wan, Xianghe Peng

Publisher page

Abstract

Based on the analysis of the deformation and growth of a representative elliptical microcrack with arbitrary orientation and geometrical size embedded in a representative volume element subjected to triaxial stress and pore pressure, the additional compliance tensor induced by an embedded opening/closed elliptical microcrack is derived. Assuming numerous elliptical microcracks, and introducing an appropriate probability density function to describe the distribution of orientation and geometrical size of microcracks, the additional compliance tensor induced by microcracks system is analyzed in Taylor’s scheme, and a three-dimensional micromechanics model for gas saturated coal materials is obtained. The validity of the proposed micromechanics model is verified by the agreement between the theoretical and experimental results of gas saturated coal under triaxial compression. The effect of pore pressure and confining pressure on the damage behavior induced by microcracks is investigated. The calculations show microcracks of coal under higher pore pressure will be more inclined to slide and grow, and induce larger additional strain in the last deformation stage.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Rock Mechanics and Modeling · Geomechanics and Mining Engineering · Coal Properties and Utilization

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Hunan Provincial Key Laboratory of Shale Gas Resource Utilization, Hunan University of Science and Technology, China

State Key Laboratory Cultivation Base for Gas Geology and Gas Control, Henan Polytechnic University, China

State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, China

References (26)

Show source-provided references
1. 10.1016/0013-7944(87)90195-010.1016/0013-7944(87)90195-0 ↗
2. 10.1016/0020-7683(76)90044-510.1016/0020-7683(76)90044-5 ↗
3. 10.1177/10567895970060030310.1177/105678959700600303 ↗
4. Ewalds HL · 1984
5. 10.1016/0013-7944(88)90006-910.1016/0013-7944(88)90006-9 ↗
6. Feng XQ · Acta Mechanica Solida Sinica · 2001 · 14 · 200
7. 10.1177/105678950935966210.1177/1056789509359662 ↗
8. 10.1016/0022-5096(83)90048-010.1016/0022-5096(83)90048-0 ↗
9. 10.1016/0022-5096(94)90035-310.1016/0022-5096(94)90035-3 ↗
10. 10.1115/1.401154710.1115/1.4011547 ↗
11. 10.1061/(ASCE)0733-9399(1991)117:7(1495)10.1061/(ASCE)0733-9399(1991)117:7(1495) ↗
12. 10.1177/10567895920010010610.1177/105678959200100106 ↗
13. Kassir MK · 1975
14. 10.1016/0167-6636(89)90011-210.1016/0167-6636(89)90011-2 ↗
15. 10.1016/0013-7944(86)90024-X10.1016/0013-7944(86)90024-X ↗
16. Li G · Chinese Journal of Geotechnical Engineering · 2011 · 33 · 315
17. Ren Z · Chinese Journal of Theoretical and Applied Mechanics · 2009 · 41 · 200
18. 10.1007/s10338-008-0826-110.1007/s10338-008-0826-1 ↗
19. 10.1007/s10483-009-0306-z10.1007/s10483-009-0306-z ↗
20. Shao L · Chinese Journal of Geotechnical Engineering · 2011 · 33 · 1833
21. Skempton AW (1961) Effective stress in soils, concrete and rocks. Proceedings of the Conference on Pore Pressure and Suction in Soils , London: 4–16.
22. 10.1002/978047017276610.1002/9780470172766 ↗
23. 10.1016/0148-9062(93)90088-U10.1016/0148-9062(93)90088-U ↗
24. Xu T · Rock and Soil Mechanics · 2004 · 25 · 1560
25. Yin G · Chinese Journal of Rock Mechanics and Engineering · 2009 · 28 · 993
26. 10.1016/0167-6636(94)00046-J10.1016/0167-6636(94)00046-J ↗