We carried out a geotechnical campaign and construction project as part of the extension of the Llobregat railway line for the Ferrocarrils de la Generalitat de Catalunya (FGC) urban rail network.
General information
Project name: Construction project and geotechnical campaign for the extension of the FGC Llobregat–Anoia line in Barcelona from Plaça de Espanya to Gracia
Date: 2020 – ongoing
Client: Infraestructures.cat
Location: Barcelona
Country: Spain
Photo copyright: ©SOCOTEC Spain
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Project summary
Construction project drafting for FGC line 8 from Baix Llobregat with the aim of connecting the line, which currently terminates at Plaça D’Espanya, to the Gracia station, where it will link to the Vallès and L7 lines (towards Avinguda Tibidabo).
Project details
In geotechnical terms, the work carried out includes:
- 1 unit: making a manual cut of any size and depth at least 2 m into the ground to detect services, including worn-out scaffolding; install replacements; and create colour photographs and carry out licence and permit processing
- 654.99 m: vertical sounding through rotary drilling and continuous core extraction of ground with a diameter of 76‑116 mm, including flooring if necessary
- 359.99 m: vertical sounding through rotary drilling and continuous core extraction of gravel with a diameter of 76‑116 mm, including flooring if necessary
- 15.29 m: vertical sounding through hard rock rotary drilling (diamond drilling) and continuous core extraction with a diameter of 76‑116 mm, including flooring if necessary
- 378 m: refill by drilling any kind of land with core extraction, 25-50 m-deep
- 177.27 m.l.: refill by drilling any kind of land with core extraction, over 50 m-deep
- 898.27 m.l.: supply and installation of a piezometer with PVC grooves and useful diameter of at least 50 mm, located within the sounding borehole to check the level of the water table
- 19 units: metal covers to protect the borehole head, cemented to the ground and closed with an Allen key
- 213 units: dynamic standard penetration test (SPT) in line with Spanish standard UNE 103800
- 8 units: Lefranc permeability test
- 64 units: undisturbed sampling with thick-walled samplers
- 105 units: paraffin sampling
- 90 units: Ménard type pressuremeter test
- 9 units: pump testing with submersible pump up to 2l/s in piezometer with useful diameter of over 50 mm, 8 hours duration and recovery. Includes supervision and tracking
- 27 units: reading of piezometric level sounding implemented later once work is completed
- 2 units: sounding to measure water in line with Spanish standard UNE 41122
- 8 units: slug test to determine permeability
- 3 units: concrete core extraction
- 4 units: vibrating wire piezometer of up to 3.5 bars installed
- 222 m: wired from piezometer to the exit
- 5 units: vibrating wire piezometer measurement campaign