首页|缓倾斜煤层地下水库煤柱坝体宽度计算及影响因素分析

缓倾斜煤层地下水库煤柱坝体宽度计算及影响因素分析

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为分析缓倾斜煤层条件下煤矿地下水库煤柱坝体的影响因素,建立煤矿地下水库煤柱坝体力学模型,划分地下水库煤柱坝体在复杂应力环境下的强度分区,构建煤体的理想弹塑性应变软化模型,区分煤体的破坏过程阶段,推导煤柱坝体合理宽度的理论计算公式,并以灵新煤矿一采区煤矿地下水库煤柱坝体合理尺寸问题为例,分析不同因素对煤柱坝体理论宽度的影响规律.结果表明:与煤矿地下水库运行期间的储水因素(储水时间、储水高度及水源情况)相比,煤矿地下水库所处煤层的地质条件(厚度及埋深)对煤柱坝体合理宽度的影响要更大.
Quantifying coal pillar dam width and analyzing influencing factors in underground reservoirs of inclined coal seams
This paper conducted a comprehensive investigation into the factors influencing coal pillar dams in underground reservoirs of slowly inclined coal seams.The following tasks were accomplished:establishing a mechanical model for coal pillar dams,determining the strength division of coal pillar dams under complex stress environments,constructing an ideal elastic-plastic strain softening model for coal bodies,distinguishing the stages of the damage process of coal bodies,deriving a theoretical formu-la for determining the appropriate width of coal pillar dams,conducting an engineering application in LingXin coal mine to address the issue of determining the optimal size of coal pillar dams,and analyzing the impact of various factors on the theoretical width of coal pillar dams.The results revealed that the geological conditions,such as the thickness and burial depth of the coal seam where the underground reservoir is located,exerted a significant influence on the appropriate width of coal pillar dams.In com-parison,factors related to water storage(e.g.,water storage time,water storage height,and water source)during the operation of the coal mine's underground reservoir had a lesser impact.

underground reservoircoal pillar dammining stresstheoretical calculationinfluencing factor

吴宝杨、曹志国、于利强、李鹏、王雁冰、左畅

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国家能源集团煤炭开采水资源保护与利用全国重点实验室,北京 102209

北京低碳清洁能源研究院,北京 102211

中国矿业大学矿业工程学院,江苏 徐州 221116

国家能源集团神东煤炭集团,陕西 榆林 719315

中国矿业大学(北京)力学与土木工程学院,北京 100083

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地下水库 煤柱坝体 采动应力 理论计算 影响因素

新疆维吾尔自治区重点研发任务专项煤炭开采水资源保护与利用国家重点实验室开放基金

2022B03028-3GJNY-21-41-06

2024

采矿与安全工程学报
中国矿业大学 中国煤炭工业劳动保护科学技术学会

采矿与安全工程学报

CSTPCD北大核心
影响因子:2.054
ISSN:1673-3363
年,卷(期):2024.41(2)
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