| Issue |
Title |
| Vol 12, No 3 (2021) |
CALCULATION OF A LARGE-SIZE BORED PILE ON A VERTICAL LOAD |
|
|
Gotman A.L., Gavrikov M.D. |
| 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 12, No 2 (2021) |
Determination of the actual excess excavation ratio (section “Kosino” - “Yugo-Vostochnaya”) |
|
|
Ter-Martirosian A.Z., Kivliuk V.P., Isaev I.O., Shishkina V.V. |
| Vol 9, No 1 (2018) |
THE INFLUENCE OF WATER SATURATION OF CLAY SOIL’S BASE ON ADDITIONAL SETTLEMENTS OF A FIVE-STOREY BUILDING WITH A STRIP SHALLOW FOUNDATION |
|
|
Kudasheva M.I., Kaloshina S.V., Zolotozubov D.G. |
| Vol 12, No 1 (2021) |
IMPORT SUBSTITUTION IN THE INDUSTRY OF WATER SUPPLY AND SANITATION |
|
|
Petukhova E.O., Ruchkinova O.I. |
| Vol 9, No 1 (2018) |
STUDYING THE INTERACTION OF PILES AND GRILLAGE MODELS |
|
|
Mets M., Leppik V., Needo R. |
| 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 |
|
|
Kostina O.V., Bochkareva T.M. |
| Vol 8, No 4 (2017) |
EXPERIMENTAL AND THEORETICAL VERIFICATION OF THE QUALIFIED METHOD BASED ON LAYER-BY-LAYER SUMMATION TO CALCULATE SETTLEMENTS IN SHALLOW FOUNDATIONS |
|
|
Pronozin I.A., Chikishev V.M., Rachkov D.V. |
| 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 |
|
|
Pronosin Y.A., Kaygorodov M.D., Karaulov A.M. |
| Vol 8, No 3 (2017) |
STUDY OF INTERACTION BETWEEN BARRETTES AND SOIL BASE CONSIDERING THEIR SIZES AND SHAPES |
|
|
Sidorov V.V., Stepanishchev K.I. |
| Vol 11, No 2 (2020) |
INFLUENCE OF UNDERGROUND MINE PARAMETERS ON THE VALUE OF DAYLIGHT SURFACE SETTLEMENT OF UNDERMINED TERRITORY |
|
|
Bogomolova O.A., Zhidelev A.V. |
| Vol 7, No 4 (2016) |
Geotechnical barrier and its impact on foundation settlement of adjacent buildings |
|
|
Polishchuk A.I., Mezhakov A.S. |
| Vol 9, No 4 (2018) |
STUDY OF THE IMPACT OF TRENCH DEVELOPMENT ON THE ADDITIONAL SETTLEMENT OF THE EXISTING BUILDING |
|
|
Kaloshina S.V., Kudasheva M.I., Zolotozubov D.G. |
| Vol 10, No 2 (2019) |
THE FORECAST OF LONG-TERM SETTLEMENT OF THE PILE ON SANDSTONES AND CLAYSTONES OF THE PERMIAN AGE |
|
|
Sychkina E.N., Ofrikhter I.V., Antipovov V.V. |
| Vol 14, No 1 (2023) |
Analysis of the influence of anchor piles on test results |
|
|
Mangushev R.A., Nikitina N.S., Tereshchenko I.Y. |
| Vol 9, No 4 (2018) |
PHYSICAL MODELING OF A REINFORCED SAND BASE OF THE FOUNDATION |
|
|
Shiranov A.M., Nevzorov A.L. |
| Vol 10, No 1 (2019) |
THE PLANNING OF THE MODEL EXPERIMENTS TO INVESTIGATETHE OPERATION OF BASES REINFORCED WITH GEOSYNTHETIC SHELLS |
|
|
Semenov D.A., Kleveko V.I. |
| Vol 14, No 1 (2023) |
Nonlinear deformations of the compacted soil base under the broadening of piles in punched holes |
|
|
Glukhov V.S., Pankina M.V. |
| Vol 9, No 4 (2018) |
ASSESSMENT OF THE INFLUENCE OF THE STRENGTH CHARACTERISTICS OF CLAY SOILS ON THE BEARING CAPACITY OF SINGLE CONICAL СFA PILES |
|
|
Cherniavsky D.A. |
| Vol 14, No 1 (2023) |
Comparison of methods for determination the bearing capacity of piles in punched holes with broadening using the results of static load tests |
|
|
Glukhov V.S., Gavrilov P.K. |
| Vol 9, No 3 (2018) |
INTERACTION OF THE SYSTEM OF STRENGTHENING PILE FOUNDATIONS WITH PRELIMINARILY PRIME RATED GROUND BASIS OF OPERATING FACILITIES |
|
|
Pronozin Y.A., Stepanov M.A., Shuvaev A.N., Davlatov D.N. |
| Vol 13, No 1 (2022) |
Settlement and long-term bearing capacity of the pile taking into account the rheological properties of soils |
|
|
Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Ermoshina L.Y. |
| 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 |
|
|
Shmidt O.A. |
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