基于有限元素方法的硬化土壤模型的参数确定方法和项目验证
Mingwei Kong1, Yun Qin2, Chao Zhang1
1School of Architecture and Planning, Yunnan University, Kunming, 650500, China.
Scientific reports
|April 21, 2025
概括
本研究引入了新的方法,以使用常见的地质技术测试来确定HSSM硬化土壤模型的参数. 这提高了在挖掘过程中预测支结构变形的准确性.
科学领域:
- 地质技术工程 地质技术工程
- 计算力学 计算力学 计算力学
- 土木工程 土木工程是指土木工程.
背景情况:
- 用小压力硬化土壤模型 (HSSM) 对于预测挖掘期间支结构变形至关重要.
- 确定HSSM刚度参数通常依赖于复杂,昂贵的测试或估计,导致与监测数据的差异.
研究的目的:
- 通过经济和流行的地质技术测试,提出确定HSSM基本参数的新概念.
- 通过利用现有的测试结果,使HSSM能够准确地确定参数.
主要方法:
- 介绍了参考现场超负荷压力和参考现场空隙比概念.
- 为确定其他HSSM参数制定建议.
- 系统方法用于HSSM参数的确定.
主要成果:
- 拟议的方法允许使用当前的,具有成本效益的地质技术测试来确定HSSM参数.
- 使用深度挖掘项目的验证显示了足够的数值分析准确性.
- 研究结果表明,在现实世界的建筑项目中具有实际应用性.
结论:
- 这些新概念提高了使用HSSM用于变形预测的实用性和经济性.
- 通过可访问的地质技术测试,可以实现准确的HSSM参数确定.
- 这些发现支持在深度挖掘项目中提高数值分析准确性和实际应用.
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