在冷解周期下岩石爬行的三维非线性模型
Yanting Wang1, Dong Wang1, Guanghe Li1
1College of Mining, Liaoning Technical University, Fuxin, China.
PloS one
|July 6, 2023
概括
一个新的非线性粘弹性塑料爬行损伤模型准确地预测了结解周期下的岩石变形. 该模型增强了在具有显著温度波动的地区地质技术结构的稳定性分析.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 是一种材料科学.
- 岩石力学 岩石力学 岩石力学
背景情况:
- 冰解周期和冰在岩石群体中的起重力会导致裂,威胁地质技术结构.
- 准确的岩石爬行行为模型对于确保这些结构的安全至关重要.
研究的目的:
- 开发和验证非线性粘弹性塑料爬行损伤模型,用于经历结解周期的岩石.
- 分析地质工程结构的变形行为和长期稳定性.
主要方法:
- 一个非线性粘弹性塑料爬行损伤模型是通过连接一个弹性体,粘度弹性体,凯尔文元件和粘弹性塑料元件连接而开发的.
- 来自一维和三维的爬行方程.
- 三轴爬行数据被用于参数确定和模型验证.
主要成果:
- 开发的模型准确地描述了冰解条件下的三个爬行阶段的岩石变形.
- 该模型有效地捕捉了第三个爬行阶段的时间依赖性应变.
- 模型参数 (G1,G2, η20') 显示随着结解周期的增加而呈指数级下降,而参数λ则呈指数级增加.
结论:
- 非线性粘弹性-塑料爬行损伤模型为了解结-解周期下的岩石变形提供了强大的框架.
- 这些发现为评估地质技术结构在具有较大的日间温度变化环境中的长期稳定性提供了理论基础.
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