Study of the Fracture Law of Overlying Strata under Water Based on the Flow-Stress-Damage Model

Author:

Wen Zhijie12ORCID,Jing Suolin1ORCID,Jiang Yujing1,Tian Lei1ORCID,Wen Jinhao3ORCID,Cao Zhiguo2,Shi Shaoshuai4ORCID,Zuo Yujun5ORCID

Affiliation:

1. State Key Laboratory of Mining Disaster Prevention and Control Co-Founded by Shandong Province and Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao 266590, China

2. State Key Laboratory of Water Resource Protection and Utilization in Coal Mining, Beijing 100011, China

3. School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China

4. Geotechnical and Structural Engineering Research Center of Shandong University, Jinan 250061, China

5. Mining College, Guizhou University, Guiyang 550003, China

Abstract

To accurately detect the development height of the water flowing fractured zone (WFFZ) in the overlying strata of the working face after mining under water and to ensure the safety and reliability of coal mining, the coal seam located under Weishanhu Lake in the Jisan coal mine was used as the experimental system. A similar laboratory simulation and water injection-based fracturing test system were used with the working face before and after mining activity to calculate, quantitatively detect, and qualitatively analyze the development height of the WFFZ in the overlying strata. Meanwhile, a flow-stress-damage model and its criterion of fracture expansion were established based on the Mohr-Coulomb criterion, and the FLAC 3D software was used to simulate the deformation and failure of the overlying strata and the evolution of WFFZ during the mining process. The results showed that the height ranges of the WFFZ beneath Weishanhu Lake of the Jisan coal mine as established by the above three methods are 30-45 m, 30-48 m, and 30-50 m. In the process of mining, the caving zone and fractured zone are, respectively, subjected to tensile failure and shear failure. The development height of the water flowing through the fractured zone in the overlying strata is basically consistent with the range of the “breaking arch.” The flow-stress-damage model and its criterion of fracture expansion can be applied to the fracture law of overlying strata under water under similar geological conditions.

Funder

Source Innovation Programme

Publisher

Hindawi Limited

Subject

General Earth and Planetary Sciences

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