斯德哥尔摩地铁扩建

Q4 Earth and Planetary Sciences
Jekaterina Jonsson, Peter Leiner, Johanna Nilsson
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引用次数: 0

摘要

本文重点介绍了斯德哥尔摩地铁扩建项目中针对复杂地质条件的创新工程解决方案。关键的技术方法包括在ma rtensdal断裂带冻结地面,以及在索非亚站使用切线桩作为深层挡土墙,索非亚站将成为世界上最深的地铁站之一。在ladug rdslandsviken海底隧道施工中,采用观测方法降低隧道坍塌和失控进水的风险。所获得的经验教训为应对复杂的地质和后勤挑战以及推进土木工程实践提供了宝贵的见解。地面冻结法对于稳定地面非常有效,但需要细致的设计、精确的套管对准和彻底的监测来保持最佳温度水平。早期风险评估和详细的现场调查、抽样和实验室测试对于可靠的建模和预测挑战至关重要。在具有挑战性的土壤条件下使用割线桩可以成功,但需要仔细的后勤规划和考虑空间限制。可能需要进行现场调整,例如延长桩或修改注浆技术。利用观测方法可以进行实时监测和自适应措施,从而防止延误并保持安全。使用FME软件等技术对汇总生产数据进行3D建模,可大大提高生产率和降低风险策略。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Stockholm metro expansion

The article highlights the innovative engineering solutions for complex geological conditions within Stockholm's metro expansion project. Key technical methods included ground freezing in the Mårtensdal fault zone and the use of secant piles as deep retaining walls at Sofia station, set to become one of the world's deepest subway stations. For sub-sea tunnelling at Ladugårdslandsviken, the observational method was utilized to mitigate risks of tunnel collapse and uncontrolled water ingress. Lessons learned provide invaluable insights to navigate complex geological and logistical challenges and advance civil engineering practices. The ground freezing method is highly effective for stabilizing ground but requires meticulous design, precise casing alignment, and thorough monitoring to maintain optimal temperature levels. Early risk assessments and detailed site investigations, sampling, and lab testing are crucial for reliable modelling and predicting challenges. Use of secant piles in challenging soil conditions can be successful but demands careful logistical planning and consideration of space constraints. On-site adjustments, such as extending piles or modifying grouting techniques, may be necessary. Utilizing the observational method allows for real-time monitoring and adaptive measures which can prevent delays and maintain safety. Using technology like FME software for 3D modelling with aggregated production data greatly improves productivity and risk mitigation strategies.

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来源期刊
Geomechanik und Tunnelbau
Geomechanik und Tunnelbau Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
1.20
自引率
0.00%
发文量
111
期刊介绍: The contributions published in Geomechanics and Tunnelling deal with practical aspects of applied engineering geology, rock mechanics and rock engineering, soil mechanics and foundation engineering, and primarily tunnelling. Each issue focuses on a current topic or specific project. Brief news, reports from construction sites and news on conferences round off the content. From the start of 2009 Geomechanics and Tunnelling has been published as a bilingual English/German journal.
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