关于模拟矿山沉降区桥梁变形的研究
Chi Zhang1, Kan Wu2, Shengxiang Huang3
1School of Geodesy and Geomatics, Wuhan University, Wuhan, 430079, China.
地下采矿导致地表沉降,使桥梁变形. 这项研究使用预测沉降来模拟桥梁变形,并通过监测数据验证它,以准确预测桥梁故障趋势.
科学领域:
- 地质技术工程 地质技术工程
- 结构工程 结构工程
- 采矿工程 采矿工程 采矿工程
背景情况:
- 地下采矿活动导致地表沉降,导致桥梁发生重大变形.
- 采矿区的复杂地质使得土壤力学参数的选择变得复杂,影响了变形分析.
- 基础土壤和桥梁超层结构之间的协同效应对于准确的变形评估至关重要.
研究的目的:
- 开发矿区桥梁变形的预测模型.
- 用现实世界的监控数据分析和验证模拟准确性.
- 预测各种采矿阶段的桥梁故障趋势.
主要方法:
- 概率积分方法用于预测表面沉降.
- 桥梁和基础土壤系统的有限元模型 (FEM).
- 在FEM中将预测的沉降轮作为边界条件的整合.
- 用收集的表面和桥梁沉降监测数据验证FEM.
主要成果:
- 有限元素模型准确地模拟了周围表面沉降.
- 基于错误分析,提出了模型改进,并进行了验证.
- 修订后的模型在预测桥梁故障趋势方面表现出很高的准确性.
结论:
- 通过调整模型参数与沉降监测数据,可以准确预测桥梁故障趋势.
- 整合预测和监测的沉降数据可以提高矿山地区桥梁变形分析的可靠性.
- 开发的方法提供了一个强大的框架,用于评估和减轻活跃采矿区的桥梁风险.
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