| 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 7, No 4 (2016) |
Geotechnical barrier and its impact on foundation settlement of adjacent buildings |
|
|
Polishchuk A.I., Mezhakov A.S. |
| 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 10, No 3 (2019) |
INFLUENCE OF THE ROAD BASEMENT WATER AND THERMAL REGIME ON THE PAVEMENT CONDITION |
|
|
Zhalko M.E., Cherny K.A. |
| Vol 8, No 3 (2017) |
NEW TECHNOLOGY OF CONSTRUCTING BUILDINGS ON POTENTIALLY DANGEROUS LANDSLIDE SLOPES |
|
|
Vlasov A.N., Korolev M.V., Chuniuk D.I., Korolev P.M. |
| Vol 10, No 2 (2019) |
THE WORD ABOUT THE FOUNDATION (OR THE FOUNDATION AS AN ANALOGUE OF THE SUPPORTS OF THE CREATIONS OF NATURE) |
|
|
Lushnikov V.V. |
| Vol 8, No 2 (2017) |
EXPERIMENTAL STUDY WORK OF SAND BASE TWO STAMPS IN THEIR STUDIES |
|
|
Evtushenko S.I., Pikhur V.N. |
| 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 8, No 2 (2017) |
CALCULATION OF INTERACTION REINFORCED CONCRETE FOUNDATION A GROUND BASE AT LIMIT LOAD |
|
|
Dyba V.P., Matvienko M.P. |
| Vol 10, No 1 (2019) |
THE INFLUENCE OF SINGLE-LAYER AND DOUBLE-LAYER BASES VERTICAL SOIL PRESSING ON THE BEARING CAPACITY OF PILES |
|
|
Stepanov M.A., Dzhabrailova K.R., Rybak G.I., Stepanov M.A. |
| Vol 14, No 1 (2023) |
Investigation of individual problems of calculation of drainage pipes in complex geotechnical conditions |
|
|
Gabibov Y.S., Salaeya K.B. |
| Vol 13, No 3 (2022) |
CALCULATION OF PYRAMID PILES FOR HORIZONTAL LOAD AND BENDING MOMENT ACCORDING TO THE ACTION OF VERTICAL LOAD |
|
|
Gotman A.L., Krutyaev S.A. |
| 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 |
|
|
Polishchuk A.I., Mezhakov A.S. |
| 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 7, No 2 (2016) |
WINTER SEASON CONSTRUCTION MODE OF COMBINED FOUNDATION |
|
|
Kim B.G., Stepanov M.A., Volosiuk D.V. |
| Vol 12, No 1 (2021) |
CALCULATION OF THE BEARING CAPACITY OF A TWO-SLOT STRIP FOUNDATION |
|
|
Bogomolova O.A. |
| 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 3 (2020) |
CALCULATION OF VERTICAL DEFORMATIONS OF THE FOUNDATIONS ON THE SOFT SOIL IMPROVED BY GEOTEXTILE ENCASED STONE COLUMNS |
|
|
Shenkman R.I., Ponomaryov A.B. |
| Vol 11, No 1 (2020) |
INCREASING THE STABILITY OF THE SAND CUSHION BY PRESTRESSING THE REINFORCING LAYERS OF GEOSYNTHETICS |
|
|
Shiranov A.M., Nevzorov A.L. |
| 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 10, No 4 (2019) |
DETERMINATION OF DEFORMATION CHARACTERISTICS OF REINFORCED SOIL BASE BY EXPRESS METHOD USING DYNAMIC DENSITOMETER |
|
|
Komarov D.A., Kleveko V.I. |
| Vol 9, No 1 (2018) |
NUMERICAL MODELING OF PILE FOUNDATIONS USING SCAD OFFICE STRUCTURAL ANALYSIS SOFTWARE |
|
|
Nuzhdin L.V., Mikhaylov V.S. |
| Vol 10, No 3 (2019) |
THEORY AND CALCULATION OF ROAD BRIDGES BURIED ABUTMENTS BASES |
|
|
Shapiro D.M. |
| 1 - 23 of 23 Items |
|
