Stockholm metro expansion: Fid-Bau Portal

Stockholm metro expansion

Jonsson, Jekaterina / Leiner, Peter / Nilsson, Johanna

AbstractThe 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.