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Research on Disaster-Control Method of Metro Station in Soft Fluid-Plastic Stratum

机译:软弹塑性地层地铁车站防灾方法研究

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Soft and broken ground is a common geological condition for subway pit water damage. The complex hydrogeological environment is the main cause of frequent disasters. It relied on the inrush water project of the soft fluid-plastic stratum in the pit of the Shang Yuanmen station in Nanjing. And based on the geological data and the actual site of the project, the station was evaluated for hazards and analysis of major and difficult points. Combined with a variety of geophysical exploration methods, the source of water in the foundation pit and the key areas for pulp reinforcement was obtained. Based on field tests and indoor tests of grouting reinforcement, the parameters before and after grouting reinforcement were analyzed. The effect of material proportioning and grouting pressure on the parameters of stratum reinforcement was studied. It revealed the effect of the behavioral mechanism of material properties and grouting pressure on different mechanical indexes. It creatively proposes a localized controlled grouting process and uses COMSOL modeling to explain its reinforcement mechanism. In addition, foundation pits applied a full set of monitoring system. Finally, a complete set of comprehensive control methods were formed for water inrush in soft fluid-plastic stratum of complex urban strata. Then, the methods are implemented at the project site. Practice has proved that this method successfully seals the inrush water and reinforces foundation pits while ensuring the safety of foundation pits and surrounding construction pipelines. It is hoped that this method can be used as a reference for similar projects.
机译:软弱和破碎的地面是地铁坑水损坏的常见地质条件。复杂的水文地质环境是造成频繁灾害的主要原因。它依赖于南京上原门站坑内软塑性流变地层的突水工程。并根据地质数据和项目的实际地点,对该站进行了危害评估和主要难点分析。结合多种地球物理勘探方法,获得了基坑的水源和纸浆加固的关键区域。通过现场注浆和室内注浆加固试验,分析了注浆加固前后的参数。研究了材料配比和灌浆压力对地层加固参数的影响。揭示了材料性能和灌浆压力的行为机理对不同力学指标的影响。它创造性地提出了一种局部控制的灌浆过程,并使用COMSOL模型来解释其加固机制。此外,基坑应用了全套的监控系统。最后,形成了一套复杂的城市地层软流塑地层突水的综合控制方法。然后,在项目现场实施这些方法。实践证明,该方法能够在保证基坑及周围施工管道安全的同时,成功封堵涌水,加固基坑。希望该方法可以作为类似项目的参考。

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