中国安全科学学报 ›› 2026, Vol. 36 ›› Issue (1): 88-96.doi: 10.16265/j.cnki.issn1003-3033.2026.01.0748

• 安全技术与工程 • 上一篇    下一篇

防煤自燃的磷石膏自产气浆泡“微-细-宏”观力学模型

鲁义1,2,3(), 谭嘉乐1, 邵淑珍1, 施式亮1, 谷旺鑫1, 刘蔚廷1   

  1. 1 湖南科技大学 资源环境与安全工程学院,湖南 湘潭 411201
    2 地下空间防火防爆与装备湖南省工程研究中心,湖南 湘潭 411201
    3 火灾爆炸防控与应急技术湖南省普通高等学校重点实验室,湖南 湘潭 411201
  • 收稿日期:2025-07-10 修回日期:2025-10-01 出版日期:2026-01-28
  • 作者简介:

    鲁义 (1986—),男,江西新干人,博士,教授,主要从事矿山防灭火方面的研究。E-mail:

    施式亮, 教授。

  • 基金资助:
    国家自然科学基金(52274196); 国家自然科学基金(52374200); 国家自然科学基金(52174180); 国家重大人才工程青年项目(2022QB06801); 湖南省科技创新领军人才项目(2024RC1063)

Multiscale (micro-meso-macro) mechanical model of phosphogypsum-based self-produced gas expansion slurry for preventing coal spontaneous combustion

LU Yi1,2,3(), TAN Jiale1, SHAO Shuzhen1, SHI Shiliang1, GU Wangxin1, LIU Weiting1   

  1. 1 School of Resource, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, China
    2 Hunan Engineering Research Center for Fire and Explosion Prevention Materials and Equipment in Underground Spaces, Xiangtan, Hunan 411201, China
    3 Key Laboratory of Fire and Explosion Prevention and Emergency Technology in Hunan Province, Xiangtan, Hunan 411201, China
  • Received:2025-07-10 Revised:2025-10-01 Published:2026-01-28

摘要:

为解决因裂隙漏风所致的煤自燃问题,通常采取注浆方式来封堵裂隙。磷石膏自产气浆泡(PSES)是一种新型堵漏风材料,其封堵效果的持久性和可靠性直接取决于材料自身的破坏过程;采用单轴压缩试验结合单孔洞模型、半经验Mori-Tanaka(M-T)模型及混凝土塑性损伤(CDP)模型,从微观、细观与宏观多尺度开展其力学行为研究。结果表明:微观尺度上,泡孔内壁为PSES结构的薄弱点,临界外压可表征其局部屈服的起始;细观尺度上,半经验M-T模型能准确预测PSES的等效有效模量,验证其对孔隙率-刚度响应的刻画能力;宏观尺度上,经孔隙率修正的CDP模型能够高精度地拟合PSES的应力-应变曲线,其平均绝对占比误差(MAPE)控制在0.23%~2.69%。修正后的损伤因子与材料实际情况高度匹配,可表征其损伤演化特征,为评估堵漏风材料的长期服役性能提供依据。

关键词: 磷石膏自产气浆泡(PSES), 煤自燃, 力学模型, 孔隙率, Mori-Tanaka(M-T)模型, 混凝土塑性损伤(CDP)模型

Abstract:

To address the issue of spontaneous coal combustion caused by air leakage from fissures, grouting is commonly employed to seal fissures. PSES is a new type of air-leakage plugging material, whose durability and reliability of sealing performance depend directly on its intrinsic failure process. Uniaxial compression experiments, in conjunction with a single-hole model, the semi-empirical M-T model, and the CDP model, were employed to investigate the mechanical behavior of PSES across micro-, meso-, and macro-scales. The results reveal that at the microscale, the inner wall of the vesicle constitutes a primary weak point within the PSES structure, and the critical external pressure signifies the onset of localized yielding; at the mesoscale, the semi-empirical M-T model accurately predicts the equivalent effective modulus and confirms its capability to characterize the relationship between porosity and stiffness; at the macroscale, the porosity-corrected CDP model accurately fits the stress-strain curve, with the Mean Absolute Percentage Error (MAPE) ranging from 0.23% to 2.69%. Furthermore, the corrected damage factor closely corresponds with the material's actual condition, effectively characterizing its damage evolution characteristics. This, in turn, provides a reliable basis for evaluating the long-term service performance of the air-leakage plugging material.

Key words: phosphogypsum-based self-produced gas expansion slurry (PSES), spontaneous combustion of coal, mechanical model, porosity, Mori-Tanaka (M-T) model, concrete damaged plasticity (CDP) model

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