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废弃巷道地下储气库复合结构变形特性试验研究

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地质力学模型试验是研究岩土工程问题常用的一种手段,选择合适的相似材料及配比是保证模型试验成功的关键.为研究废弃煤矿软岩巷道开展压缩空气储能的可行性及其应用效果,基于相似理论和正交试验方法,以水泥和石膏为胶结材料、砂为骨料,通过大量室内试验配置一种能够满足孔隙度、弹性模量、强度等要求的相似材料.研究各因素(砂粒径、膏砂比、灰砂比、水砂比)对相似材料物理力学参数的敏感性,并应用于废弃煤矿巷道压缩空气储能物理模型的研制与试验.开展不同工况(循环次数、气体压力、地应力)下储气库围岩-衬砌复合结构充放气试验.研究结果表明:试验所得的相似材料物理力学参数变化区间较大,可以满足煤矿巷道软岩压缩空气储能物理模型试验要求;灰砂比在相似材料单轴抗压强度、抗拉强度、弹性模量、泊松比、内摩擦角和黏聚力方面起主要作用,灰砂比和膏砂比对相似材料密度和孔隙度影响起主要控制作用.所研制的物理模型能够有效模拟储气过程中围岩-衬砌复合结构的变形规律,为废弃煤矿软岩巷道开展压缩空气储能研究提供借鉴.
Experimental study on deformation characteristics of composite structure for underground gas storage in abandoned roadways
Geo-mechanical model testing is a common method for geo-technical engineering problems,and appropriate similar materials and ratios are the key to the success of model testing.To explore the feasibility and application effect of compressed air energy storage in soft rock roadways of abandoned coal mines,based on the similarity theory and the orthogonal experimental method,a similar material that can meet the requirements for porosity,elastic modulus and strength was obtained through a large number of indoor experiments by using cement and gypsum as the bonding materials and sand as the ag-gregate.The sensitivities of various factors(sand particle size,gypsum-sand ratio,ash-sand ratio,and water-sand ratio)to the physical and mechanical parameters of the prepared similar material were ana-lyzed.Subsequently,this optimized material was applied in the development and test of a physical model for compressed air energy storage in roadways of abandoned coal mines.At last,inflation and deflation tests were conducted on the composite structure of gas storage surrounding rock-lining under different working conditions(cycle number,gas pressure,and geostress).The research results indicate that the experimentally acquired physical and mechanical parameters of the similar material vary greatly,which can meet the physical model test requirements for compressed air energy storage in soft rock roadways.The ash-sand ratio plays a major role in affecting the uniaxial compressive strength,tensile strength,e-lastic modulus,Poisson's ratio,internal friction angle,and cohesion of the similar material,while the ash-sand ratio and the gypsum-sand ratio mainly control its density and porosity.The established physical model can effectively simulate the deformation law of the surrounding rock-lining composite structure during gas storage,providing reference for the study on compressed air energy storage in soft rock road-ways of abandoned coal mines.

abandoned minesoft rockcompressed air energy storagesimilar materialmodel test

吴云、张凯、张雪辉、胡李华、丁捷、黄震、王磊、方涵

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中国矿业大学深地工程智能建造与健康运维全国重点实验室,江苏 徐州 221116

中国科学院工程热物理研究所,北京 100190

中储国能(北京)技术有限公司,北京 100190

江西理工大学资源与环境工程学院,江西 赣州 341000

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废弃矿井 软岩 压缩空气储能 相似材料 模型试验

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(6)