Borehole Failure Mechanics and Influencing Factors in a Gas-Bearing Soft Coal Seam Under Complex Geological Conditions

钻孔 煤矿开采 煤 流离失所(心理学) 地质学 岩土工程 压力(语言学) 覆岩压力 断裂(地质) 方位(导航) 损伤力学 材料科学 机械 有限元法 结构工程 工程类 哲学 物理 地图学 地理 语言学 心理治疗师 废物管理 心理学
作者
Xuexi Chen,Zhilong Yan,Jiaying Hu,Tao Yang,Jihong Sun,Yunqi Tao,Xingyu Chen
出处
期刊:Processes [Multidisciplinary Digital Publishing Institute]
卷期号:13 (1): 146-146 被引量:5
标识
DOI:10.3390/pr13010146
摘要

The present research focuses on the mechanical properties and stress evolution of gas-bearing soft coal seams during drilling, which are affected by a multitude of complex factors such as high ground stress, gas pressure, and pre-existing fractures. In this study, a combination of PFC2D (Particle Flow Code in 2 Dimensions) numerical simulation and theoretical analysis is employed to investigate the borehole mechanics and fracture evolution characteristics under diverse complex conditions and to determine the factors influencing different forms of borehole failure in soft coal seams. The principal outcomes are as follows: (1) At a horizontal displacement of 0.1 m from the borehole orifice of the soft coal seam, a stress peak value of 13.9 MPa is attained; the peak value of the coal body contact force is 15.8 MPa; the peak value of the displacement is 0.008 m; and the porosity of the coal body around the borehole ranges from 0.14 to 0.35. (2) With an increase in the number of pre-existing fractures, the inclination progressively aligns with that of the pre-existing fractures. Maximum values of contact force (5.13–51.9 MPa), stress (3.19–37.2 MPa), shape dimension, and fracture angle (140–150°) are achieved under the highest lateral pressure coefficient and gas pressure (1.5 MPa). (3) The borehole energy is directly proportional to the number of pre-existing fractures, the lateral pressure coefficient, and gas pressure. The number of pre-existing fractures has the most significant impact on the damage degree, followed by the lateral pressure coefficient and then the gas pressure. (4) Two types of failure are identified: fracture-dominated failure, which is controlled by the geometric distribution of pre-existing fractures, and stress-dominated failure, wherein the failure zone gradually extends both upward and downward with an increasing lateral pressure coefficient.

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