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.

02_trans_opal_en.dwf: JSK "Transneft" office building. Geological and hydrogeological conditions. The diaphragm wall forms.
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).
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).
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).
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).
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).
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).
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).
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).
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).
Genplan-en.dwf: Construction of underground parking of the MFBC "Alfa-Arbat-Center" by top-down (top down) construction method. Situation scheme.
Metro_Kollektor-en.dwf: Underground parking "Alfa-Arbat-Center" erection.
Ob1-en.dwf: In-situ reinforced concrete lining for a single-vault subway-station. Variant 1. Data on our research development work.
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.
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.
Ob3-en.dwf: In-situ reinforced concrete lining for a single-vault subway-station. Variant 3. Data on our research development work.
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.
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.
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.
Ob6a-en.dwf: In-situ reinforced concrete lining for a single-vault subway-station. Variant 6a. Data on our research development work.
Ob6b-en.dwf: In-situ reinforced concrete lining for a single-vault stub track. Variant 6b. Data on our research development work.
Ob6-en.dwf: In-situ reinforced concrete lining for a single-vault subway-station. Variant 6. Data on our research development work.
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.
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.
OBDV1-en.dwf: In-situ reinforced concrete vaulted lining for an underground parking. Variant 1. Data on our research development work.
OBDV2-en.dwf: In-situ reinforced concrete lining for an underground parking. Variant 2. Data on our research development work.
OBDV3-en.dwf: In-situ reinforced concrete lining for an underground parking. Variant 3. Data on our research development work.
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.
OBDV5-en.dwf: In-situ reinforced concrete vaulted lining for subway interchange stations, integrated with an underground parking. Data on our research development work.
Plan6-en.dwf: Underground parking "Alfa-Arbat-Center" erection. The scheme of the temporary support. Upper and lower tier.
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.
PLAN-en-33.dwf: The plan in the level of the upper floor. Underground parking for 184 cars at Revolution Square in Moscow.
POPERECHNIK-en.dwf: The vaulted lining cross-section. Underground parking for 184 cars at Revolution Square in Moscow.
Razrez-en.dwf: Construction of underground parking of the MFBC "Alfa-Arbat-Center" by top-down (top down) construction method. Longitudinal section.
Str_4-en.dwf: Reconstruction and restoration of A.S. Pushkin Museum Complex. Consolidation of foundations of building 4 by jet-columns.
Sx1-12-en.dwf: In-situ reinforced concrete linings for a underground parking. Data on our research development work.
TEXNOL_BETON-en.dwf: The vaulted lining erection technology. Underground parking for 184 cars at Revolution Square in Moscow.
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.