在三轴压缩下对联合石灰岩的机械性能和故障特征进行实验和数值模拟研究
Xiaolin Tan1, Bin Du1, Mingxuan Shen2
1College of Civil Engineering, Guizhou University, Huaxi District, Guiyang, 550025, Guizhou, China.
关节连接性显著影响石灰岩的机械性能和故障模式. 较高的连接性降低了强度,而俯冲角度影响了峰值强度和V形图案的应变,这对于岩石质量工程至关重要.
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
- 材料科学 材料科学 材料科学
背景情况:
- 结合的岩石质量表现出对基础设施稳定至关重要的异型机械特性.
- 了解关节连接和俯冲角度的影响对于准确的工程设计至关重要.
研究的目的:
- 研究关节连接性和俯冲角度对石灰岩的机械属性和故障特征的影响.
- 为了评估不同条件下的结合性岩石质量的异构性行为.
主要方法:
- 传统的三轴压缩测试是在石灰岩样本上进行的.
- 使用有限差数值模拟来分析机械性能和故障模式.
- 系统地研究了关节连接度 (20%,40%,60%) 和入角度 (0°,30°,60°,90°) 的变化.
主要成果:
- 结合的石灰岩显示出显著的异构型机械性能.
- 增加关节连接性通常会降低机械参数.
- 峰值强度和应变显示出V形趋势,关节倾斜度增加;弹性模块呈现出复杂的图案.
- 关节的连接性对峰值强度,峰值应变和弹性模量的影响比关节的俯冲角度更大.
结论:
- 关节连接是关节石灰岩的机械行为和故障模式的主要因素.
- 故障机制从拉力剪切复合材料过渡到剪切故障随着关节倾斜的增加和完整样品.
- 这些发现为联合岩石质量工程项目的设计和稳定性分析提供了关键数据.
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