首页|基于近场动力学的窄煤柱宽度优化研究

基于近场动力学的窄煤柱宽度优化研究

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煤岩体具有极为复杂的非连续变形、非均质性特征,以有限元法为代表的传统数值方法难以准确描述其损伤累积、渐进破坏全过程.基于非局部近场动力学方法(Peridynamics,PD),通过重构本构力函数核函数,推导了相应的微模量函数与临界伸长率.在均匀离散模型中引入用随机预断"键"表征的非均质性,使近场动力学方法能够适用于天然非均质材料与结构的非连续变形破坏分析.以付村煤矿为例,建立了近场动力学数值计算模型,分析了不同煤柱宽度条件下巷道围岩变形、破坏规律以及煤柱破损特征.研究发现:当煤柱宽度为5 m时,巷道煤壁处于挤压变形区边缘,由于支承压力剧烈变化,巷帮变形破损严重;煤柱宽度增大至6 m和7 m时,巷道煤壁逐渐远离挤压变形区,煤柱受到采空区基本顶回转运动的影响相对减弱,巷帮变形和破损量较小;当煤柱宽度继续增大,巷道围岩将进入到应力增高区域,由于外应力场支承压力较大,巷帮变形及破损量会随之增大.综合考虑巷道围岩变形破坏、煤柱破损特征,最终确定煤柱留设宽度为7 m.本文工作表明,提出的煤岩体破损分析的近场动力学模型能够有效描述煤岩体的损伤累积和渐进破坏过程,为沿空掘巷护巷煤柱尺寸优化提供了新的计算工具.
Optimization Study on the Width of Narrow Coal Pillar along the Goaf Tunnel with Peridynamics
Coal-rock mass exhibits extremely complex and discontinuous deformation,as well as het-erogeneous characteristics.Traditional numerical methods,such as the finite element method(FEM),are difficult to accurately describe the entire process of damage accumulation and progressive failure.Based on the non-local peridynamics(PD)method,the corresponding micro-modulus function and critical elongation are derived by reconstructing the kernel function of the constitutive force function.This approach intro-duces heterogeneity by incorporating random pre-breaking bonds into the homogeneous discrete model.As a result,peridynamics can be applied to the simulation and analysis of deformation and failure of natural heterogeneous materials and structures.Taking the Fucun coal mine as an example,a heterogeneous peri-dynamics simulation model is established.The deformation and failure laws of the roadway's surrounding rock and failure characteristics of coal pillars with different widths are analyzed.It is found that when the width of the coal pillar is 5 m,the roadway is at the edge of the extrusion deformation zone.The signifi-cant change in abutment pressure results in severe deformation and damage to the roadway's surrounding rock.When the width of the coal pillar increases to 6 m and 7 m,the roadway's surrounding rock gradual-ly moves away from the extrusion deformation area.Consequently,the influence of the basic roof rotation movement in the goaf on the coal pillar weakens,resulting in reduced deformation and damage to the road-way.However,when the width of the coal pillar continues to increase,the roadway's surrounding rock enters an area where the stress increases.The high bearing pressure from the external stress field leads to an increase in deformation and damage to the roadway.Considering the deformation and damage character-istics of the roadway's surrounding rock and coal pillar,a reserved width of 7 m for the coal pillar is finally determined.The proposed peridynamics simulation model provides a new and effective simulation tool for optimizing the size of coal pillars in gob-side entry driving.

peridynamics methodgob-side entry drivingcoal pillar dimensionnumerical simula-tionwidth optimization

赵世军、章青、张惟昭、缪玉松、赵新波

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青岛理工大学理学院,青岛,266520

河海大学力学与材料学院,南京,211100

山东能源集团西北矿业有限公司,西安,710018

近场动力学 沿空掘巷 煤柱尺寸 数值模拟 宽度优化

国家自然科学基金项目国家自然科学基金项目国家自然科学基金项目

123022641193200652104004

2024

固体力学学报
中国力学学会

固体力学学报

CSTPCD北大核心
影响因子:0.605
ISSN:0254-7805
年,卷(期):2024.45(3)