Construction and Geotechnics

Issue	Title
Vol 9, No 1 (2018)	FEATURES OF SUBSOIL BEHAVIOR CONSIDERATION IN GEOTECHNICAL DESIGN OF HIGH RISE BUILDINGS LOCATED ON FLOODPLAIN TERRITORIES IN SEISMIC REGIONS	Abstract
Marinichev M.B.
Vol 14, No 3 (2023)	Cementation of soils by wristband-pipe injection technology in conditions of thawing perpetually frozen soils	Abstract (Eng)
Pronozin Y.A., Naumkina Y.V., Epifantseva L.R., Gress Y.D.
Vol 7, No 2 (2016)	ASSESSMENT OF SEPARATING BARRIERS IN WEAK CLAY SOILS, ARRANGED TO PROTECT THE EXISTING BUILDINGS FROM IMPACT OF THE NEW CONSTRUCTION	Abstract
Polishchuk A.I., Mezhakov A.S.
Vol 15, No 4 (2024)	The settlement of pile in punched hole with broadening taking into account filtration consolidation	Abstract (Rus)
Pankina M.V.
Vol 15, No 3 (2024)	Methodology determination of settlement of a single pile in a thermostabilized basement composed of thawed permafrost soils thawed permafrost soils	Abstract (Rus)
Zhaisambayev E.A., Maltseva T.V., Kraev A.N., Sinitsky A.I.
Vol 9, No 2 (2018)	IMPROVING THE CALCULATION METHOD FOR THE SETTLEMENT OF PILE FOUNDATIONS OF TANKS TAKING INTO ACCOUNT THEIR LOADING AND UNLOADING REPEATABILITY	Abstract
Shmidt O.A.
Vol 7, No 4 (2016)	Geotechnical barrier and its impact on foundation settlement of adjacent buildings	Abstract
Polishchuk A.I., Mezhakov A.S.
Vol 15, No 3 (2024)	Features of analysis and design of pile foundations with a load transfer layer	Abstract (Rus)
Marinichev M.B., Tkachev I.G., Azov I.G.
Vol 9, No 4 (2018)	PHYSICAL MODELING OF A REINFORCED SAND BASE OF THE FOUNDATION	Abstract
Shiranov A.M., Nevzorov A.L.
Vol 14, No 1 (2023)	Nonlinear deformations of the compacted soil base under the broadening of piles in punched holes	Abstract (Rus)
Glukhov V.S., Pankina M.V.
Vol 11, No 4 (2020)	STUDY OF THE NATURE OF THE WORK OF PILES WITH ROTARY ANCHORS WHEN WORKING IN AN ARRAY OF HEAVING SOILS	Abstract (Rus)
Kostina O.V., Bochkareva T.M.
Vol 10, No 1 (2019)	THE PLANNING OF THE MODEL EXPERIMENTS TO INVESTIGATETHE OPERATION OF BASES REINFORCED WITH GEOSYNTHETIC SHELLS	Abstract (Rus)
Semenov D.A., Kleveko V.I.
Vol 11, No 2 (2020)	THE ANALYTICAL DETERMINATION OF THE PARAMETERS OF THE WELL WHILE ELIMINATING UNEQUAL SETTLEMENT OF FOUNDATIONS METHOD OF DRILLING-OUT OF THE SOIL	Abstract (Rus)
Pronosin Y.A., Kaygorodov M.D., Karaulov A.M.
Vol 14, No 1 (2023)	Analysis of the influence of anchor piles on test results	Abstract (Rus)
Mangushev R.A., Nikitina N.S., Tereshchenko I.Y.
Vol 9, No 4 (2018)	STUDY OF THE IMPACT OF TRENCH DEVELOPMENT ON THE ADDITIONAL SETTLEMENT OF THE EXISTING BUILDING	Abstract
Kaloshina S.V., Kudasheva M.I., Zolotozubov D.G.
Vol 8, No 2 (2017)	STRESS-STRAIN CONDITION OF BASE OF DEEP FOUNDATIONS	Abstract
Ter-Martirosian A.Z., Ter-Martirosian Z.G., Luzin I.N.
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