Javascript must be enabled to continue!
The Research on Stability of Surrounding Rock in Gob-side Entry Driving in Deep and Thick Seam
View through CrossRef
Abstract
The gob-side entry driving is driving in low pressure area, which bears less support pressure and is easy to maintain, so it is widely used. Taking the gob-side entry driving in thick coal seam of Dongtan Coal Mine as an example, the reasonable size of pillar and the section of roadway are numerically simulated by combining numerical with measurement, and the roadway support is designed. According to the distribution of lateral stress in working face, eight pillars of different sizes are designed. By simulating and comparing the stress distribution of surrounding rock and the development range and shape of plastic zone in different positions, the pillar size of gob-side entry driving is optimized to be 4.5m. According to the results of optimization of roadway section, the section of straight wall semi-circular arch roadway is adopted. According to the analysis, the roadway is supported by bolt + steel mesh + anchor cable. By observing the stability of roadway, it provides experience for the stability study of roadway the gob-side entry driving with small pillar in thick seam.
Title: The Research on Stability of Surrounding Rock in Gob-side Entry Driving in Deep and Thick Seam
Description:
Abstract
The gob-side entry driving is driving in low pressure area, which bears less support pressure and is easy to maintain, so it is widely used.
Taking the gob-side entry driving in thick coal seam of Dongtan Coal Mine as an example, the reasonable size of pillar and the section of roadway are numerically simulated by combining numerical with measurement, and the roadway support is designed.
According to the distribution of lateral stress in working face, eight pillars of different sizes are designed.
By simulating and comparing the stress distribution of surrounding rock and the development range and shape of plastic zone in different positions, the pillar size of gob-side entry driving is optimized to be 4.
5m.
According to the results of optimization of roadway section, the section of straight wall semi-circular arch roadway is adopted.
According to the analysis, the roadway is supported by bolt + steel mesh + anchor cable.
By observing the stability of roadway, it provides experience for the stability study of roadway the gob-side entry driving with small pillar in thick seam.
Related Results
Bulking Based Porosity Method to Predict Floodable Volume of Longwall Gob
Bulking Based Porosity Method to Predict Floodable Volume of Longwall Gob
AbstractThe floodable volume of longwall gob can be of great importance in developing accurate coal mine operation plans, particularly for mine water management and environmental c...
Research on Gob-Side Entry Retaining Mining of Fully Mechanized Working Face in Steeply Inclined Coal Seam: A Case in Xinqiang Coal Mine
Research on Gob-Side Entry Retaining Mining of Fully Mechanized Working Face in Steeply Inclined Coal Seam: A Case in Xinqiang Coal Mine
As a kind of non-coal pillar roadway support technique, gob-side entry retaining is of great significance to improve the production efficiency of a fully mechanized working face. H...
Characteristics of Stratum Structure and Fracture Evolution in Stratified Mining of Shallow Buried High-Gas-Thick Coal Seam by Similarity Simulation
Characteristics of Stratum Structure and Fracture Evolution in Stratified Mining of Shallow Buried High-Gas-Thick Coal Seam by Similarity Simulation
The stratified mining of super thick coal seam is a process of repeated disturbance of the top roof, especially in the lower stratification, the upper complex rock layer has a grea...
Control of Gob‐Side Roadway with Large Mining Height in Inclined Thick Coal Seam: A Case Study
Control of Gob‐Side Roadway with Large Mining Height in Inclined Thick Coal Seam: A Case Study
The gob‐side roadway of 130205, a large‐mining‐height working face in the Yangchangwan coal mine, was investigated in terms of the mine pressure law and support technology for larg...
Stability of "Support-Surrounding Rock" System for Fully Mechanized Longwall Mining in Steeply Dipping Coal Seams
Stability of "Support-Surrounding Rock" System for Fully Mechanized Longwall Mining in Steeply Dipping Coal Seams
Abstract
The key to the safe and efficient longwall mining of steeply dipping seams lies in the stability control of the "support-surrounding rock" system. This paper analy...
Reliability-based design (RBD) of shallow foundations on rock masses
Reliability-based design (RBD) of shallow foundations on rock masses
[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] The reliability-based design (RBD) approach that separately accounts for variability and uncertainty in load(...
An Experimental Overview of Seam Performance for Different Types of Denim Fabrics
An Experimental Overview of Seam Performance for Different Types of Denim Fabrics
This study was designed to explore the seam performance with special focus on seam strength and efficiency for commercially obtainable different types of denim fabrics. Technically...
Calculation of Rock Pressure in Loess Tunnels Based on Limit Equilibrium Theory and Analysis of Influencing Factors
Calculation of Rock Pressure in Loess Tunnels Based on Limit Equilibrium Theory and Analysis of Influencing Factors
The research on the calculation method of tunnel envelope pressure is a key issue in the design of tunnel engineering support structure. Based on the limit equilibrium theory, this...

