Issue |
Title |
Vol 10, No 1 (2019) |
ASSESSING THE EFFECT OF AN INCLINED DIVIDING LINE FROM PILES BETWEEN THE FOUNDATIONS OF NEIGHBORING BUILDINGS ON THEIR SETTLEMENTS |
|
Polishchuk A.I., Mezhakov A.S. |
Vol 14, No 3 (2023) |
Computer modeling of the interaction of the building underground part with the soil foundation during the karst cavity formation on the example of the administrative and business center construction |
|
Ter-Martirosyan A.Z., Cherkesov R.H., Isaev I.O., Filaretov N.A., Vanina Y.V. |
Vol 14, No 3 (2023) |
The effectiveness of using the bearing capacity of piles in the formation of the pile field of the slab pile foundation of a 21-storey apartment building |
|
Skibin G.M., Derekhovskii V.M. |
Vol 12, No 2 (2021) |
Analysis of causes of underground and atmospheric water in basements of the building in operation |
|
Polishchuk A.I., Chernyavskii D.A., Gumenyuk V.V., Solonov G.G. |
Vol 9, No 1 (2018) |
FEATURES OF SUBSOIL BEHAVIOR CONSIDERATION IN GEOTECHNICAL DESIGN OF HIGH RISE BUILDINGS LOCATED ON FLOODPLAIN TERRITORIES IN SEISMIC REGIONS |
|
Marinichev M.B. |
Vol 8, No 4 (2017) |
NUMERICAL MODELLING OF THE DYNAMIC IMPACT OF A CARGO VEHICLE ON A BUILDING FOUNDATION |
|
Antipov V.V., Ofrikhter V.G., Ponomarev A.B., Shutova O.A. |
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