深基坑土钉墙支护结构的变形监测与稳定性分析

Deformation monitoring and stability analysis of soil nailing wall support structure in deep foundation pit

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DOI 10.12208/j.jer.20250275
刊名
Journal of Engineering Research
年,卷(期) 2025, 4(6)
作者
作者单位

泗阳县国有土地上房屋征收服务中心 江苏宿迁

摘要
深基坑土钉墙支护结构在现代建筑工程中应用广泛,其变形监测与稳定性分析对保障施工安全和工程质量具有重要意义。本文围绕深基坑土钉墙的变形特性展开研究,结合工程实例,系统探讨了土钉墙在不同施工阶段的受力机制与变形规律。通过现场监测数据的采集与分析,评估了支护结构在开挖过程中的位移变化趋势,并采用数值模拟方法对土钉墙整体稳定性进行预测与验证。科学合理的变形监测方案能够有效掌握支护结构的动态响应,为及时调整施工参数提供依据,从而提升支护系统的安全性与可靠性。
Abstract
The soil nailing wall support structure for deep foundation pits is widely used in modern construction engineering. Its deformation monitoring and stability analysis are of great significance for ensuring construction safety and project quality. This paper focuses on the deformation characteristics of the soil nailing wall in deep foundation pits. Combined with engineering cases, it systematically discusses the stress mechanism and deformation laws of the soil nailing wall at different construction stages. Through the collection and analysis of on-site monitoring data, the displacement change trend of the support structure during the excavation process is evaluated, and numerical simulation methods are used to predict and verify the overall stability of the soil nailing wall. A scientific and reasonable deformation monitoring scheme can effectively grasp the dynamic response of the support structure, provide a basis for timely adjustment of construction parameters, and thus improve the safety and reliability of the support system.
关键词
深基坑;土钉墙;变形监测;稳定性分析;支护结构
KeyWord
Deep foundation pit; Soil nailing wall; Deformation monitoring; Stability analysis; Support structure
基金项目
页码 90-92
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史春雨. 深基坑土钉墙支护结构的变形监测与稳定性分析 [J]. 工程学研究. 2025; 4; (6). 90 - 92.

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