一个构成型的煤粗粒亚级填充剂的构成型,包含颗粒破碎
Zong-Tang Zhang1,2, An Liu1,2, Si-Chun Yu3
1Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan, 411201, People's Republic of China.
Scientific reports
|January 13, 2025
概括
使用煤粗粒土壤 (CGSF) 作为次级填充剂,在碎形维度上显示出最佳的紧缩,性能受颗粒大小和破裂的影响. 一个新的模型预测了CGSF在压力下的行为.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 环境工程 环境工程
背景情况:
- 大量的煤炭积需要可持续地利用土地资源.
- 煤粗粒土壤 (CGSF) 具有作为经济的次级填充剂的潜力.
- 了解CGSF在压缩和应力下的机械性能对于其应用至关重要.
研究的目的:
- 调查碎形尺寸和粗颗粒含量对CGSF紧缩和强度的影响.
- 开发颗粒破碎的定量指数,并建立CGSF的组成模型.
- 为了验证拟议的构成模型的准确性,包括粒子破碎.
主要方法:
- 在CGSF进行了大规模的振动压缩和三轴测试.
- 分析了压力-应变行为,最大干燥密度和故障强度.
- 开发了一种修改后的分形模型和粒子破裂指数;采用了对数构成模型.
主要成果:
- 在特定的碎形维度下,CGSF表现出最佳的干密度,建议压缩度在93%以上.
- 断裂强度对限制压力和粗颗粒含量敏感,显示最初的增加然后减少.
- 颗粒破裂随着限制压力和粗颗粒含量增加,受到颗粒分级的显著影响.
结论:
- 一个修改后的碎形模型和粒子破裂指数准确地描述了CGSF的行为.
- 一个经过验证的构成模型,包括粒子破裂,可以有效地预测CGSF应力-应变关系.
- 结果支持有效利用CGSF作为次级填充剂,优化其工程性能.
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