Study on the Instability Characteristics and Bolt Support in Deep Mining Roadways Based on the Surrounding Rock Stability Index: Example of Pansan Coal Mine
Authors:
Open Access
- 1 January 2020
- journal article
- research article
- Published by Wiley in Advances in Civil Engineering
- Vol. 2020 (1)
Abstract
In view of the influence of mining stress on the stability of the surrounding rock of inclined roof mining roadways in deep mines, the surrounding rock stability index is defined and solved based on the rock strength criterion and the stress distribution. The mining roadway of the 17102(3) working face of the Pansan Coal Mine is used as the engineering background and example. The surrounding rock’ stabilities under the conditions of no support and bolt support are analyzed according to the surrounding rock’s stability index and the deformation data. The results show that the areas of low wall and high wall instability are 1.68 m2 and 2.12 m2, respectively, and the low wall is more stable than the high wall; the areas of the roof and floor instability are 0.33 m2 and 0.35 m2, respectively, and the roof and floor are more stable than the two sides. During mining, the area of instability greatly increases at first, then decreases to 0, and reaches a maximum value at the peak of the abutment pressure. The stability of the surrounding rock decreases first and then increases. Compared with the end anchoring bolt support, the full‐length anchoring bolt support reduces the area of instability to a greater extent, and the full‐length anchoring bolt support effect is better. The surrounding rock in the end anchoring zone and the full‐length anchoring zone began to deform significantly at 200 m and 150 m from the working face, respectively. This indicates that the control effect of the full‐length anchoring bolt support is better and verifies the rationality of the surrounding rock stability index to describe the instability characteristics. This research method can provide a theoretical reference for analysis of the stability characteristics and support design of different cross‐section roadways.Keywords
Funding Information
- National Natural Science Foundation of China (51774009, 51874006)
- Natural Science Foundation of Anhui Province (KJ2019A0134)
This publication has 27 references indexed in Scilit:
- Comparative experimental study on mechanical mechanism of combined arches in large section tunnelsTunnelling and Underground Space Technology, 2020
- Analytically Determining Bond Shear Strength of Fully Grouted Rock Bolt Based on Pullout Test ResultsPeriodica Polytechnica Civil Engineering, 2020
- A study of the load transfer behavior of fully grouted rock bolts with analytical modellingInternational Journal of Mining Science and Technology, 2020
- Experimental investigation of the dynamic response of prestressed rockbolt by using an SHPB-based rockbolt test systemTunnelling and Underground Space Technology, 2019
- Study on distribution law and influencing factors of surrounding rock plastic zone in mining roadwayJournal of Vibroengineering, 2019
- New numerical procedures for fully-grouted bolt in the rock mass with slip and non-slip cases at the rock-bolt interfaceConstruction and Building Materials, 2019
- Analytical model of fully grouted bolts in pull-out tests and in situ rock massesInternational Journal of Rock Mechanics and Mining Sciences, 2019
- Experimental Investigation of the Tensile Behavior of Rock with Fully Grouted Bolts by the Direct Tensile TestRock Mechanics and Rock Engineering, 2017
- Coal Seam Roadway Bolt Support Design Method Based on the Supporting Theory of Broken Rock ZoneAdvanced Materials Research, 2013
- Roof bolting in underground mining: a state-of-the-art reviewGeotechnical and Geological Engineering, 1984