Hanging Wall Pressure Relief Mechanism of Horizontal Section Top-Coal Caving Face and Its Application—A Case Study of the Urumqi Coalfield, China
Abstract
:1. Introduction
2. HSTCC Method
2.1. Geology Conditions
2.2. Mining Method
2.2.1. Mining Conditions
2.2.2. Face Layout
3. Deformation Behavior of HSTCC Face’s Hanging Wall
3.1. Numerical Simulation of HSTCC
3.2. Mechanical Model of HSTCC Face’s Hanging Wall
- q1 is the normal load exerted on the hanging wall-1 by the hanging wall-2 (kN/m3);
- q2 is the tangential load on the hanging wall-1 (kN/m3);
- γ is the bulk density of the hanging wall strata (kN/m3);
- θ is the dip of hanging wall strata;
- Lj is the total thickness of the hanging wall-1 and hanging wall-2 (m);
- Fz is the supporting force exerted on the hanging wall-1 by the caved gangue (kN);
- Ld is the height of the goaf after several sections were mined (m);
- λ is lateral pressure coefficient;
- k is the distribution factor of the supporting force applied to the hanging wall-1 by the caved gangue (kN/m3).
3.2.1. Deformation Caused by the Normal Load
3.2.2. Deformation Caused by the Tangential Load
4. The DHB Technology for Pressure Relief
4.1. Mechanism of Pressure Relief by DHB
4.2. Theoretical Analysis of DHB and Numerical Simulation
4.2.1. Theoretical Analysis of DHB
- rb and rc are the radii of blasting holes and explosive charge, respectively (m);
- ρ and ρ0 are hanging wall rock density and explosive density, respectively (kg/m3);
- Cp and Dv are speed of sound in the rock blasted and detonation velocity (m/s);
- a is the attenuation coefficient of load;
- b is lateral stress coefficient;
- ud is the dynamic Poisson’s ratio of the rock, ud = 0.8u; in which u is the Poisson’s ratio of the rock;
- K is the radial decoupling coefficient of charge, K = rb/rc;
- lc is the axial decoupling coefficient of charge, lc = 1;
- n is the coefficient of pressure on blasting holes wall due to the impact of the expanding detonation products, normally n = 10;
- γ is the adiabatic expansion coefficient of the detonation products, usually set at 3;
- σcd and σtd are the dynamic compressive strength and tensile strength of the rock, respectively; σcd = ε1/3σc and σtd = ε1/3σd, in which σc and σd are compressive strength and tensile strength of the rock, respectively; ε is the strain rate of the load (s−1), normally ε = 10 s−1.
4.2.2. Numerical Simulation of DHB
5. Engineering Application
5.1. Determination of Blasting Parameters
5.2. Effectiveness of DHB in Hanging Wall Pressure Relief
5.3. Loess Filling to Constrain Surface Collapsed Grooves
6. Discussion
- (1)
- The steeply-dipping thick seams group in the Urumqi coalfield was the product of local tectonic movements. Lateral tectonic movements exert a control role on the formation of in-situ stress. The study found that the rocks in this region are subject primarily to horizontal stresses. Therefore, the effect of tectonic stress should be considered when analyzing deformation behavior of HSTCC face’s hanging wall. In this study, a lateral pressure coefficient of 0.3 was included in the mechanical model presented above to account for the effect of tectonic stress [46].
- (2)
- Major factors influencing the effectiveness of DHB include blasting holes diameter, length, and space, blasting interval, etc. While blasting holes diameter and length and blasting interval depend primarily on the equipment available, geological conditions, and actual production situation, blasting holes space is easily adjustable and has a direct influence on the effectiveness of DHB in pressure relief. For this reason, the numerical analysis of the effectiveness of DHB focused on the influence of blasting holes space.
- (3)
- The blasting site was set right above the rear scraper conveyor behind the face, meaning that the explosive was detonated when the rear scraper conveyor reached the position under the blasting holes. In this way, the blasting energy was largely released into the goaf behind the face, thereby reducing the influence of blasting on the face as well as the headentry and tailentry along it.
- (4)
- The DHB technology was intended to relieve the hanging wall stress arising from hanging wall deformation after the working face was mined and thereby ensure safe production. The loess filling technology was proposed as a way to constrain surface “V”-shaped collapsed grooves resulting from SDTCS mining by HSTCC method. It uses loess to constrain the surrounding rock on the sides of the grooves area, so as to prevent rock failure and minimize ecological damage. The two technologies can be used in combination to guarantee green mining of SDTCS.
7. Conclusions
- (1)
- The mining process of HSTCC was simulated in this study. It was found that the hanging wall of the HSTCC face was nearly-vertical and did not fracture easily after the working face was mined. The hanging wall-1 of the HSTCC face was modeled with a clamped-clamped elastic beam model to analyze its deformation behavior. The results show that after the section 2 was mined, the maximum bending moment in the hanging wall-1 increased 8.5-fold compared with that observed after of the section 1 was mined. After the section 3 was mined, the maximum bending moment increased 29.1-fold from that observed after the section 1 was mined. These suggest that, as the mining level downwards, the bending moment in the hanging wall-1 increased and its effect on the lower-section working face grew gradually.
- (2)
- The pressure relief mechanism of DHB was theoretically analyzed, and its effectiveness was examined by numerical simulation. The results suggest that blasting holes space of 6 m can ensure effective weakening of hanging wall. This technology was then applied to the 4301 working face of the Jiangou coal mine. The average pressure of hydraulic supports’ legs measured at this face decreased by about 34% compared to that measured at the 4501 face, which DHB was not applied.
- (3)
- The loess filling technology was proposed as a way to constrain the surface “V”-shaped collapsed grooves resulting from repeated mining of SDTCS by HSTCC. The large deformation and high mobility of loess enable the loess fill in the grooves to provide constraint and dynamic control on the lateral surrounding rock. Meanwhile, this technology can be used to reduce the ecological damage caused by mining of steeply-dipping seams.
Acknowledgments
Author Contributions
Conflicts of Interest
References
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Number | Strata | Thickness (m) | Density (kg/m3) | Bulk Modulus (GPa) | Shear Modulus (GPa) | Cohesion (MPa) | Friction Angle (°) | Tensile Strength (MPa) |
---|---|---|---|---|---|---|---|---|
1 | Footwall | 30 | 2530 | 10.8 | 8.1 | 2.8 | 38 | 3.1 |
2 | 43# coal seam | 56 | 1400 | 2.9 | 1.3 | 1.2 | 28 | 2.0 |
3 | Hanging wall-1 | 8 | 2530 | 10.8 | 8.1 | 2.8 | 38 | 3.1 |
4 | Hanging wall-2 | 56 | 2530 | 10.8 | 8.1 | 2.8 | 38 | 3.1 |
Number | Strata | Thickness (m) | Normal Stiffness (GPa) | Shear Stiffness (GPa) | Cohesion (MPa) | Friction Angle (°) | Tensile Strength (MPa) |
---|---|---|---|---|---|---|---|
1 | Footwall | 30 | 30 | 10 | 2.5 | 30 | 5 |
2 | 43# coal seam | 56 | 15 | 8 | 1.0 | 20 | 3 |
3 | Hanging wall-1 | 8 | 30 | 10 | 2.5 | 30 | 5 |
4 | Hanging wall-2 | 56 | 30 | 10 | 2.5 | 30 | 5 |
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Guo, J.; Ma, L.; Wang, Y.; Wang, F. Hanging Wall Pressure Relief Mechanism of Horizontal Section Top-Coal Caving Face and Its Application—A Case Study of the Urumqi Coalfield, China. Energies 2017, 10, 1371. https://doi.org/10.3390/en10091371
Guo J, Ma L, Wang Y, Wang F. Hanging Wall Pressure Relief Mechanism of Horizontal Section Top-Coal Caving Face and Its Application—A Case Study of the Urumqi Coalfield, China. Energies. 2017; 10(9):1371. https://doi.org/10.3390/en10091371
Chicago/Turabian StyleGuo, Jinshuai, Liqiang Ma, Ye Wang, and Fangtian Wang. 2017. "Hanging Wall Pressure Relief Mechanism of Horizontal Section Top-Coal Caving Face and Its Application—A Case Study of the Urumqi Coalfield, China" Energies 10, no. 9: 1371. https://doi.org/10.3390/en10091371