Mechanical Behavior and Air Tightness of Roadway Surrounding Rock Under High Internal Pressure

IF 1.9 4区 地球科学 Q2 GEOCHEMISTRY & GEOPHYSICS pure and applied geophysics Pub Date : 2024-03-13 DOI:10.1007/s00024-024-03442-y
Chenlin Wang
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Abstract

High-pressure air storage is an important part of a gas storage system. Abandoned coal mine roadways can provide a large number of air storage spaces. The geological conditions of coal mines in different areas vary, such as depth, surrounding rock grade, in situ stress state, and surrounding rock permeability, which directly affect the mechanical behavior and air tightness of roadway surrounding rock under high internal pressure. Therefore, the suitable internal pressure must be selected for abandoned roadways with different geological conditions. In this study, the numerical simulation software FLAC3D was used to calculate the stress, deformation, plastic zone volume, and pore pressure of surrounding rock of an abandoned roadway under 5–10 MPa internal pressure. Results show that some differences exist in the suitable internal pressure of the abandoned roadway under different geological conditions. When the in situ stress state was σH > σh > σv or σH > σv > σh, the suitable internal pressure of grade I, II, and III surrounding rocks was 5–7 and 8–10 MPa at the depth greater than 200 and 300 m, respectively; the suitable internal pressure of grade IV and V surrounding rocks was 5–6, 7–9, and 10 MPa at the depth greater than 200, 300, and 400 m, respectively. When the in situ stress state was σv > σH > σh, the suitable internal pressure of grade I, II, III, IV, and V surrounding rocks was 5–7 and 8–10 MPa at the depth greater than 300 and 400 m, respectively. Surrounding rock permeability can be used to evaluate the air tightness of roadway surrounding rock under high-pressure air. The surrounding rock permeability that can meet the sealing requirements of compressed air energy storage (CAES) caverns is less than 1 × 10−14 m2, which are low-permeability strata. Low-permeability hard rock should be selected as much as possible. The research results provide a theoretical basis for the determination of internal pressure and the sealing evaluation of an abandoned coal mine roadway used for gas storage cavern.

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高内压条件下路基围岩的力学行为和气密性
高压空气储存是瓦斯储存系统的重要组成部分。废弃的煤矿巷道可以提供大量的储气空间。不同地区煤矿的地质条件各不相同,如深度、围岩品位、原位应力状态、围岩透气性等,直接影响巷道围岩在高内压作用下的力学行为和气密性。因此,必须针对不同地质条件的废弃巷道选择合适的内压。本研究采用数值模拟软件 FLAC3D 计算了 5-10 MPa 内压下废弃巷道围岩的应力、变形、塑性区体积和孔隙压力。结果表明,不同地质条件下废弃巷道的适宜内压存在一定差异。当原位应力状态为σH > σh > σv或σH > σv > σh时,深度大于200米和300米的I级、II级和III级围岩的适宜内压分别为5-7兆帕和8-10兆帕;深度大于200米、300米和400米的IV级和V级围岩的适宜内压分别为5-6兆帕、7-9兆帕和10兆帕。当原位应力状态为 σv > σH > σh 时,I、II、III、IV 和 V 级围岩在深度大于 300 米和 400 米时的适宜内压分别为 5-7 和 8-10 兆帕。围岩透气性可用于评价巷道围岩在高压空气下的气密性。能满足压缩空气储能(CAES)洞室密封要求的围岩渗透率小于 1×10-14 m2,属于低渗透地层。应尽量选择低渗透硬岩。研究成果为用于瓦斯储能硐室的废弃煤矿巷道的内压测定和密封性评价提供了理论依据。
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来源期刊
pure and applied geophysics
pure and applied geophysics 地学-地球化学与地球物理
CiteScore
4.20
自引率
5.00%
发文量
240
审稿时长
9.8 months
期刊介绍: pure and applied geophysics (pageoph), a continuation of the journal "Geofisica pura e applicata", publishes original scientific contributions in the fields of solid Earth, atmospheric and oceanic sciences. Regular and special issues feature thought-provoking reports on active areas of current research and state-of-the-art surveys. Long running journal, founded in 1939 as Geofisica pura e applicata Publishes peer-reviewed original scientific contributions and state-of-the-art surveys in solid earth and atmospheric sciences Features thought-provoking reports on active areas of current research and is a major source for publications on tsunami research Coverage extends to research topics in oceanic sciences See Instructions for Authors on the right hand side.
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