Fundamental Theroy and Experimental Research

Dynamic response of hole wall during coal-gas suction process

Expand
  • 1. School of Water and Environment, Zhengzhou University, Zhengzhou, Henan 450001, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. Seismological Bureau of Zhejiang Province, Hangzhou, Zhejiang 310013, China

Received date: 2013-09-26

  Online published: 2018-06-13

Abstract

The coal-rocks contain gas are assumed as gas saturated isotropic homogeneous media. The physical equations, geometric equations, continuity equations and dynamic control equations about the coal-rocks are established using the mixture theory. The length of the gas suction hole is much larger than the diameter. The dynamic response of gas suction hole in the coal-rock due to the action of negative suction pressures during the suction process can be simplified into a two-dimensional initial-boundary problem. The theoretical solutions in frequency domain and time domain are respectively derived with Laplace transform and inverse Laplace transform. The parameters of coal rocks and gas in a mine of Henan province are taken as examples. The dynamic response near the hole wall is numerically calculated. The dimensionless radial displacements, radial stresses and circumferential stresses are analyzed. Finally, some conclusions are drawn as follows. The dimensionless radial displacements and stresses are mainly concentrated at a local area near the gas suction hole. The area increases with the suction time. Large and volatile circumferential stresses are generated at the hole wall. They increase as the negative suction pressures increase.

Cite this article

XU Ping ,LI Xiao-chun ,ZHOU Xin-min, . Dynamic response of hole wall during coal-gas suction process[J]. Rock and Soil Mechanics, 2015 , 36(1) : 123 -130 . DOI: 10.16285/j.rsm.2015.01.017

Outlines

/