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Riyadh Metro: Watertight special solutions for Qasr Al Hokom Station

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A deep, completely impermeable pit was required for the new Qasr Al Hokom Station.

The excavation walls were stabilized with waler beams that were tied back into the stable soil using an untensioned, passive anchor system.
: The excavation walls were stabilized with waler beams that were tied back into the stable soil using an untensioned, passive anchor system.

The excavation walls were stabilized with waler beams that were tied back into the stable soil using an untensioned, passive anchor system.
: The excavation walls were stabilized with waler beams that were tied back into the stable soil using an untensioned, passive anchor system.

To prevent uplift, 997 double corrosion protected micropiles were used in the station floor slab.
: To prevent uplift, 997 double corrosion protected micropiles were used in the station floor slab.

To prevent uplift, 997 double corrosion protected micropiles were used in the station floor slab.
: To prevent uplift, 997 double corrosion protected micropiles were used in the station floor slab.

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