细分的构成关系的软砂岩和基于同质性的数值实现
Wang Hong1, Zuo Yu-Jun2, Zhang Lei3
1Mining College of Guizhou University, Guiyang, 550025, China. hwang9@gzu.edu.cn.
Scientific reports
|December 31, 2024
概括
薄弱凝固的砂岩在压力下表现出独特的紧缩行为. 一个新的模型准确地预测了它们的机械性能,通过评估岩石稳定性来提高煤矿的安全性.
科学领域:
- 地质技术工程 地质技术工程
- 岩石力学 岩石力学 岩石力学
- 采矿工程 采矿工程 采矿工程
背景情况:
- 了解薄弱凝固的砂岩的机械性能对于安全的煤炭开采至关重要.
- 这些岩石在含煤层中普遍存在,对矿山的稳定性构成独特的挑战.
研究的目的:
- 为了研究弱凝固的砂岩的变形特征.
- 开发和验证一种用于预测岩石行为的新型构成模型.
- 为了提供一个理论基础来评估这些构成中的矿山稳定性.
主要方法:
- 三轴压缩测试是在弱凝固的砂岩样本上进行的.
- 开发了一个新的零碎构成模型,整合了双应变霍克模型 (TPHM) 和统计损害理论.
- 该模型被纳入FLAC3D,用于对应力场迁移和损伤演变的数值模拟.
主要成果:
- 在薄弱凝固的砂岩中观察到明显的压缩阶段,随着限制压力的增加而缩短.
- 开发的零碎构成模型准确地捕捉了紧缩,弹性变形和损坏后阶段,与实验数据有很好的一致性.
- 数字模拟成功预测了应力场迁移和各种限制压力下受损区域的演变.
结论:
- 这项研究增强了对软砂岩机械行为的理解.
- 经过验证的构成模型为预测岩石质量反应提供了一个强大的工具.
- 这些发现为改善煤矿,特别是屋顶和地板板的稳定性评估提供了理论框架.
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