Construction technology: bored piles and columns, jet-grouting, jet-columns, grouting, diaphragm walls, shoring of excavation, consolidation of foundation and foundation bed, jet-grouting curtain, micropiles, anchors, lining, waterproofing, bed drainage, dewatering.

The catalogue of the dwf-drawings: Projects and technical solutions in the field of underground construction (bored columns, top-down (top down) construction method, diaphragm walls, shoring of excavation, jet-grouting, grouting, lining...), bed drainage, dewatering, waterproofing of buildings and constructions:
  1. 02_trans_opal_en.dwf: JSK "Transneft" office building. Geological and hydrogeological conditions. The diaphragm wall forms.

  2. FIG1-1-en.dwf: The perimetrical walls from the secant piles and bored columns erection. Reconstruction and restoration of A.S. Pushkin Museum complex and construction of funds storage at Prechistenka street (Moscow).

  3. FIG1-2-en.dwf: Cut-and-cover soil excavation in the pit to the -3.60 m level. Reconstruction and restoration of A.S. Pushkin Museum complex and construction of funds storage at Prechistenka street (Moscow).

  4. FIG1-3-en.dwf: The slab at the +0.30 m level concreting. Reconstruction and restoration of A.S. Pushkin Museum complex and construction of funds storage at Prechistenka street (Moscow).

  5. FIG1-4-en.dwf: Excavation under concrete slab to the -7.05 m level. Reconstruction and restoration of A.S. Pushkin Museum complex and construction of funds storage at Prechistenka street (Moscow).

  6. FIG1-5-en.dwf: The temporary support erection, excavation under concrete slab to the -11.10 m level. Reconstruction and restoration of A.S. Pushkin Museum complex and construction of funds storage at Prechistenka street (Moscow).

  7. FIG1-6-en.dwf: Foundation slab waterproofing erection, foundation slab concreting. Reconstruction and restoration of A.S. Pushkin Museum complex and construction of funds storage at Prechistenka street (Moscow).

  8. FIG1-7-en.dwf: The protective walls on -2, -3 stores and the slab at the -6.60 m level concreting. Reconstruction and restoration of A.S. Pushkin Museum complex and construction of funds storage at Prechistenka street (Moscow).

  9. FIG1-8-en.dwf: The slab at the -3.15 m level and the protective walls on -1 store concreting. Reconstruction and restoration of A.S. Pushkin Museum complex and construction of funds storage at Prechistenka street (Moscow).

  10. FIG1-9-en.dwf: The aboveground section comletion. Reconstruction and restoration of A.S. Pushkin Museum complex and construction of funds storage at Prechistenka street (Moscow).

  11. Genplan-en.dwf: Construction of underground parking of the MFBC "Alfa-Arbat-Center" by top-down (top down) construction method. Situation scheme.

  12. Metro_Kollektor-en.dwf: Underground parking "Alfa-Arbat-Center" erection.

  13. Ob1-en.dwf: In-situ reinforced concrete lining for a single-vault subway-station. Variant 1. Data on our research development work.

  14. Ob2a-en.dwf: Precast with cast-in-place reinforced concrete lining for a single-vault subway-station. Variant 2a. Data on our research development work.

  15. Ob2-en.dwf: Precast with cast-in-place reinforced concrete lining for a single-vault subway-station. Variant 2. Data on our research development work.

  16. Ob3-en.dwf: In-situ reinforced concrete lining for a single-vault subway-station. Variant 3. Data on our research development work.

  17. Ob4-en.dwf: Precast with cast-in-place reinforced concrete lining for a single-vault subway-station. Variant 4. Data on our research development work.

  18. Ob5a-en.dwf: Precast with cast-in-place reinforced concrete lining for a single-vault subway-station. Variant 5a. Data on our research development work.

  19. Ob5-en.dwf: Precast with cast-in-place reinforced concrete lining for a single-vault subway-station. Variant 5. Data on our research development work.

  20. Ob6a-en.dwf: In-situ reinforced concrete lining for a single-vault subway-station. Variant 6a. Data on our research development work.

  21. Ob6b-en.dwf: In-situ reinforced concrete lining for a single-vault stub track. Variant 6b. Data on our research development work.

  22. Ob6-en.dwf: In-situ reinforced concrete lining for a single-vault subway-station. Variant 6. Data on our research development work.

  23. Ob7a-en.dwf: Precast with cast-in-place reinforced concrete lining for a single-vault subway-station. Variant 7a. Data on our research development work.

  24. Ob7-en.dwf: Precast with cast-in-place reinforced concrete lining for a single-vault subway-station. Variant 7. Data on our research development work.

  25. OBDV1-en.dwf: In-situ reinforced concrete vaulted lining for an underground parking. Variant 1. Data on our research development work.

  26. OBDV2-en.dwf: In-situ reinforced concrete lining for an underground parking. Variant 2. Data on our research development work.

  27. OBDV3-en.dwf: In-situ reinforced concrete lining for an underground parking. Variant 3. Data on our research development work.

  28. OBDV4-en.dwf: In-situ reinforced concrete lining for a single-vault subway-station, integrated with an underground parking. Data on our research development work.

  29. OBDV5-en.dwf: In-situ reinforced concrete vaulted lining for subway interchange stations, integrated with an underground parking. Data on our research development work.

  30. Plan6-en.dwf: Underground parking "Alfa-Arbat-Center" erection. The scheme of the temporary support. Upper and lower tier.

  31. PLAN-en.dwf: Reconstruction and restoration of A.S. Pushkin Museum Complex and construction of the funds storage at Prechistenka Street. The panorama of performed work.

  32. PLAN-en-33.dwf: The plan in the level of the upper floor. Underground parking for 184 cars at Revolution Square in Moscow.

  33. POPERECHNIK-en.dwf: The vaulted lining cross-section. Underground parking for 184 cars at Revolution Square in Moscow.

  34. Razrez-en.dwf: Construction of underground parking of the MFBC "Alfa-Arbat-Center" by top-down (top down) construction method. Longitudinal section.

  35. Str_4-en.dwf: Reconstruction and restoration of A.S. Pushkin Museum Complex. Consolidation of foundations of building 4 by jet-columns.

  36. Sx1-12-en.dwf: In-situ reinforced concrete linings for a underground parking. Data on our research development work.

  37. TEXNOL_BETON-en.dwf: The vaulted lining erection technology. Underground parking for 184 cars at Revolution Square in Moscow.

  38. Texnologi-en.dwf: Reinforcement of foundations with "jet-grouting" technology. Pushkin Museum Complex and construction of the funds storage at Prechistenka Street. The panorama of performed work.

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