考虑到水力机械合和地面异质性,用于道分析的大张力校正
Matteo Natale1, Alexandros N Nordas2, Seraina Kopp1
1ETH Zurich, Stefano-Franscini-Platz 5, 8093, Zurich, Switzerland.
Scientific reports
|September 26, 2023
概括
对于挤压地面的道分析可以使用简单的校正方程式来准确估计大的变形. 这种方法对于初步设计计算是有效的,即使是复杂的材料行为和合分析.
科学领域:
- 地质技术工程 地质技术工程
- 道工程工程 道工程
- 计算地质力学计算地质力学
背景情况:
- 道中的大型地面变形需要先进的数值方法,考虑到几何非线性.
- 小张力分析提供了一个更简单的替代方案,但需要对显著变形进行校正.
研究的目的:
- 为了验证大应变道分析的过度校正方程的准确性.
- 评估方程对异性质材料和相应的水力机械条件的适用性.
主要方法:
- 在挤压地面上的道的数值分析.
- 对于大应变估计的过度校正的应用和评估.
- 校正小菌株结果与大菌株预测结果的比较.
主要成果:
- 过度曲率校正方程为实际道变形预测提供了足够准确的结果.
- 该方程对于异性质材料的行为仍然准确.
- 对于稳定状态和过渡性水力机械合分析,观察到令人满意的准确性.
结论:
- 过度曲率校正方程式是初步道设计的一个有价值的工具,简化了大变形的分析.
- 该方法的准确性在各种复杂的道设计场景中广泛适用.
- 这种方法提高了道在挤压地面的初步设计计算的效率.
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