| Issue |
Title |
| Vol 14, No 2 (2023) |
Numerical determination of the value of the calculated resistance of the base under the stamp of final stiffness, taking into account the rigidity over the foundation structure |
|
|
Bartolomey L.A., Bogomolova O.A., Geidt V.D., Geidt A.V. |
| 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. |
| Vol 14, No 3 (2023) |
Cementation of soils by wristband-pipe injection technology in conditions of thawing perpetually frozen soils |
|
|
Pronozin Y.A., Naumkina Y.V., Epifantseva L.R., Gress Y.D. |
| 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 |
|
|
Zhaisambayev E.A., Maltseva T.V., Kraev A.N., Sinitsky A.I. |
| Vol 14, No 4 (2023) |
Calculation of the temperature condition of a thermostabilizable base with a single pile |
|
|
Zhaysambaev E.A., Maltseva T.V., Kraev A.N. |
| Vol 12, No 3 (2021) |
RATIONALE FOR THE METHOD OF DETERMINING THE DESIGN RESISTANCE OF FOUNDATION SOIL FOR FOUNDATIONS OF RECONSTRUCTED BUILDINGS |
|
|
Polishchuk A.I., Gutnyk T.N. |
| Vol 12, No 3 (2021) |
TWO APPROACHES FOR DETERMINING AREAS OF PLASTIC DEFORMATION IN A HOMOGENEOUS BASE FOUNDATION |
|
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
| Vol 12, No 3 (2021) |
FORMULA OF THE DESIGN RESISTANCE OF SOIL FOR PLATE FOUNDATIONS |
|
|
Matvienko J.O., Dyba V.P., Matvienko M.P. |
| Vol 8, No 4 (2017) |
PROTECTIVE PILE CONSTRUCTIONS OF TRESTLE SUPPORTS “STREAMLINED” BY SOIL OF LANDSLIDES |
|
|
Matsii S.I., Leier D.V., Riabukhin A.K. |
| Vol 12, No 1 (2021) |
CALCULATION OF THE BEARING CAPACITY OF A TWO-SLOT STRIP FOUNDATION |
|
|
Bogomolova O.A. |
| Vol 8, No 3 (2017) |
FULL-SCALE TESTING OF REINFORCED FOUNDATION PADS |
|
|
Tat`iannikov D.A., Ponomarev A.B. |
| 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 12, No 4 (2021) |
CALCULATION OF THE «BASE - EMBANKMENT» SYSTEM STABILITY |
|
|
Bogomolova O.A., Zhidelev A.V. |
| Vol 7, No 1 (2016) |
THE PLANNING OF THE MODEL EXPERIMENTS TO INVERSTIGATE THE OPERATION OF RETAINING WALLS, WHICH ARE REINFORCED WITH GEOSYNTHETIC HORIZONTAL LAYERS |
|
|
Kashapova K.R. |
| 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 13, No 4 (2022) |
Calculation of effective schemes for strengthening shallow foundations by contour reinforcement with hard elements |
|
|
Nuzhdin M.L., Ponomaryov A.B. |
| Vol 11, No 2 (2020) |
THE EFFECT GRAIN-SIZE COMPOSITION ON THERMAL CONDUCTIVITY OF SANDY SOILS |
|
|
Zakharov A.V., Makhover S.E. |
| Vol 15, No 3 (2024) |
Prediction of vibrations of oversized pile foundations considering resonance effects |
|
|
Nuzhdin L.V., Mikhailov V.S. |
| Vol 13, No 1 (2022) |
DEVELOPMENT OF INNOVATIVE PILE FOUNDATION DESIGNS ON SUBSIDENCE SOILS |
|
|
Gabibov F.G. |
| Vol 12, No 1 (2021) |
CHANGE IN STRENGTH PARAMETERS OF DISPERSED SOILS AFTER HIGH-FREQUENCY VIBRATION |
|
|
Polunin V.M., Cheremhina A.P. |
| Vol 9, No 4 (2018) |
PHYSICAL MODELING OF A REINFORCED SAND BASE OF THE FOUNDATION |
|
|
Shiranov A.M., Nevzorov A.L. |
| Vol 10, No 3 (2019) |
EXPERIMENTAL STUDIES OF PILE FOUNDATION GROUND BASE REINFORCED WITH HARD INCLUSIONS |
|
|
Nuzhdin M.L. |
| Vol 15, No 2 (2024) |
Strengthening of pile foundations by contour reinforcement with hard injection bodies |
|
|
Nuzhdin M.L., Ponomaryov A.B. |
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