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Diaphragm Wall - Soletanch Bachy
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Diaphragm Wall - Soletanch Bachy
geotechnicsFull description...
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mlakkiss
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Avenue Princesse Grace
- 13.30 - 10.80 - 9.80
l t f a u t t o o v r L a
- 18.30
- 9.80 - 6.80
+ 6.50
Rock fill 0.00
Grout blanket of the CCE parking lot eliminated during the excavations
Buttresses Backfill
Roof or substrate
Load transfer slab
Grouted base (Phase 1)
T wall
- 15.00
Quaternary sand
- 18.30 F.F.
Jurassic limestone - 30.00
Larvotto fault
Drainage tunnel Grouted base (Phase 2) - 33.00
Lime marl or cretaceous system
- 31.50
1.30 6.15 5.00 Wall of the 1.00 structure Reinforced Backfill Diaphragm - 1.90 concrete wall, 1.02 m buttress thick Distribution - 6.40 beam - 8.50 Load transfer - 10.50 Quaternary slab sand - 15.00 1 m thick - 18.30 F. F. Micro-piles Temporary anchoring T wall tiebacks Earthworks for shallow - 31.50 Lime marl or foundations cretaceous system
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