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金属矿山 ›› 2026, Vol. 55 ›› Issue (5): 73-81.

• • 上一篇    下一篇

干湿循环作用下尾砂胶结充填体能量耗散与损伤机理研究

刘志义1,2,3,4 李泽森1,2,3,4 王奕丹1,2,3,4 甘德清1,2,3,4   

  1. 1. 华北理工大学矿业工程学院,河北 唐山 063210;2. 矿产资源绿色开发与生态修复协同创新中心,河北 唐山 063210;
    3. 河北省矿山绿色智能开采技术创新中心,河北 唐山 063210;4. 河北省矿业开发与安全技术实验室,河北 唐山 063210
  • 出版日期:2026-05-15 发布日期:2026-06-02
  • 通讯作者: 王奕丹(1987—),女,讲师,博士。
  • 作者简介:刘志义(1987—),男,副教授,博士,博士研究生导师。
  • 基金资助:
    河北省中央引导地方科技专项(编号:236Z4105G);国家自然科学基金项目(编号:52204134);河北省自然科学基金项目(编号:
    E2024209141)。

Study on Energy Dissipation and Damage Mechanism of Tailings Cemented Filling Under Dry-Wet Cycle

LIU Zhiyi1,2,3,4 LI Zesen1,2,3,4 WANG Yidan1,2,3,4 GAN Deqing1,2,3,4   

  1. 1. College of Mining Engineering,North China University of Science and Technology,Tangshan 063210,China;
    2. Collaborative Innovation Center for Green Development and Ecological Restoration of Mineral Resources,Tangshan 063210,China;
    3. Mine Green Intelligent Mining Technology Innovation Center of Hebei Province,Tangshan 063210,China;
    4. Hebei Province Key Laboratory of Mining Development and Security Technology,Tangshan 063210,China
  • Online:2026-05-15 Published:2026-06-02

摘要: 针对上向水平分层充填采矿法中充填体在开采环境与受力特性下的损伤演化问题,采用控制干湿循环
次数和灰砂比变量的试验方法,开展了不同条件下的充填体单轴压缩试验与核磁共振测试,分析了能量耗散、损伤积
累与T2 谱曲线变化,研究了能量耗散与损伤之间的关联以及孔隙结构劣化对充填体的损伤机理。结果表明:① 经过
7 次干湿循环后,灰砂比为1∶4、1∶6、1∶8 的充填体达到峰值应力时所需的总能量分别降低了3. 00×10-3、1. 25×10-3、
4. 30×10-3 J。充填体的储能极限与循环次数呈负相关,弹性应变能与总能量比值减小,反映出充填体的抗压性能降
低,内部储存的弹性应变能减少。② 充填体峰值应力损伤与循环次数呈正相关,并且符合指数函数增长规律;充填体
的损伤演化过程可以分为损伤稳定发展和损伤快速增长2 个阶段,干湿循环作用主要影响峰值应变前阶段,随着循环
次数增加,损伤发展阶段的增长率逐渐增大。③ 干湿循环作用下的充填体损伤机理可总结为水的反复进出引起充填
体内部弱胶结产物流失且微裂隙扩展,干湿交替作用使充填体缺陷不断发育,损伤不断累积,最终导致充填体性能
劣化。

关键词: 全尾砂胶结充填 , 干湿循环 , 能量演化 , 低场核磁共振 , 损伤度

Abstract: Based on the mining environment and stress characteristics of the filling body in the upward horizontal layered
filling mining method,with the number of dry-wet cycles and the ash sand ratio as variables,uniaxial compression tests and nuclear
magnetic resonance spectroscopy were conducted on the filling body after different ash sand ratios and dry-wet cycles. The
energy dissipation and damage evolution laws of the filling body were explored,and the relationship between energy,damage,
and porosity was analyzed. The study results show that ① after seven cycles of dry-wet cycles,the total energy required for the
filling body with ash sand ratios of 1∶4,1∶6,and 1∶8 to reach peak stress decreased by 3. 00×10-3 J,1. 25×10-3 J,and 4. 30
×10-3 J,respectively. The energy storage limit of the filling body is negatively correlated with the number of cycles,and the decrease
in the ratio of elastic strain energy to total energy indicates a decrease in the compressive performance of the filling body
and a reduction in the internal stored elastic strain energy. ② The peak stress damage of the filling material is positively correlated
with the number of cycles and follows an exponential growth law. The damage evolution process of the filling body can be
divided into two stages:stable damage development and rapid damage growth. The dry-wet cycle mainly affects the pre peak
strain stage,and as the number of cycles increases,the growth rate of the damage development stage gradually increases. ③ The
damage mechanism of the filling body under the action of dry-wet cycles can be summarized as follows:The repeated entry and exit of water cause the loss of weakly cemented products inside the filling body and the expansion of micro-cracks. The alternating
dry-wet action makes the defects of the filling body continuously develop and the damage continuously accumulate,ultimately
leading to the deterioration of the performance of the filling body.

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