Determination of the Caving Zone and Fracture Zone Heights by Using the LK-Means Algorithm

Author:

Zhou Ze1ORCID,Cao Juncai2,Lai Long3,Zhou Jinlian4,Xu Mengtang1

Affiliation:

1. Institute of Mining Engineering, Guizhou Institute of Technology, Guiyang, China

2. Guizhou Energy Co., Ltd., Guiyang, China

3. Guizhou Energy Administration, Guiyang, China

4. Huopu Coal Mine, Guizhou Pangjiang Refined Coal Co., Ltd., Guiyang, China

Abstract

The caving zone and fracture zone frequently appear after coal excavation. However, the caving zone and fracture zone can hardly be obtained with an empirical equation. Therefore, identifying a proper method to determine the caving zone and fracture zone is critically important to engineering practice. In this paper, Universal Distinct Element Code numerical simulations were conducted. Furthermore, the LK-means algorithm was used to determine the caving zone and fracture zone heights. To verify the validity of the proposed method, two engineering case studies were used. It could be found that the height calculated by the proposed method agrees well with that determined in engineering tests. Hence, the proposed method can be used in engineering practice.

Funder

Science and Technology Program of Guizhou Province

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Reference24 articles.

1. Three zones, microseismic monitoring and analysis of gas drainage effect of overlying strata in gob of high dip gas seam;X. Meng;Coal Science and Technology,2022

2. Structural changes and failure mode of open-pit slope under underground mining disturbance;H. Ji;Journal of China Coal Society,2012

3. The influence of ascending mining on the movement character of overlying coal seam in coal seams group;Y. Zhang;Journal of China Coal Society,2011

4. Determination of height of, three zone, in the stope with stagger position and internal misaligned roadway layout;Z. Wang;Journal of Mining & Safety Engineering,2013

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