| Issue |
Title |
| 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 12, No 1 (2021) |
RESULTS OF VIBRATION MONITORING OF VIBRO-DRIVING AND VIBRO-EXTRACTION OF SHEET PILES |
|
|
Lobov I.K., Penkov D.V., Polunin V.M. |
| Vol 7, No 1 (2016) |
BUILDING ENERGY EFFICIENCY THROUGH THE USE OF A HORIZONTAL HEAT EXCHANGER SYSTEMS |
|
|
Kolechkina A.I., Zakharov A.V. |
| Vol 15, No 4 (2024) |
Geotechnical aspects of civil protection engineering of Nizhny Novgorod at the facility "Funicular on the slope of the Nizhny Novgorod Kremlin" |
|
|
Kharichkin A.I., Soloviev D.Y., Afanasev N.A., Zhuravlev R.R. |
| Vol 14, No 2 (2023) |
Features of stabilization of soft soils at the base of emergency deformed buildings using finely powdered injection materials in low pressure mode |
|
|
Kalach F.N. |
| Vol 7, No 3 (2016) |
Technical and economic comparison of methods of creating a ground water cutoff during the pit excavation |
|
|
Lashova S.S., Iadovina K.S., Petreneva O.V. |
| Vol 12, No 1 (2021) |
CHANGE IN STRENGTH PARAMETERS OF DISPERSED SOILS AFTER HIGH-FREQUENCY VIBRATION |
|
|
Polunin V.M., Cheremhina A.P. |
| Vol 11, No 4 (2020) |
THE PENETRATION OF GROUND IMPROVEMENT INTO THE REALMS OF DEEP FOUNDATIONS |
|
|
Varaksin S. |
| Vol 10, No 2 (2019) |
THE RESULTS OF FIELD TESTS OF WEAK SOILS |
|
|
Zaitsev A.A., Ofrikhter V.G. |
| 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 9, No 4 (2018) |
COMPARATIVE ANALYSIS OF EXISTING METHODS FOR CALCULATING FROZEN WALL THICKNESS FOR MINE SHAFTS UNDER CONSTRUCTION |
|
|
Levin L.Y., Semin M.A., Plekhov O.A. |
| Vol 9, No 1 (2018) |
NUMERICAL MODELING OF PILE FOUNDATIONS USING SCAD OFFICE STRUCTURAL ANALYSIS SOFTWARE |
|
|
Nuzhdin L.V., Mikhaylov V.S. |
| Vol 14, No 4 (2023) |
Change in strength parameters of dusty-clayey soils depending on the time of dynamic load impact and soil type |
|
|
Zavodchikova M.B., Cheremkhina A.D. |
| Vol 8, No 4 (2017) |
ASSESSMENT OF THE MUTUAL INFLUENCE OF ENERGY PILES |
|
|
Zakharov A.V., Bakieva I.D. |
| 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 8, No 4 (2017) |
STUDYING THE PILE-GRAVITY STRUCTURE OF A MOTORWAY UNDER DEGRADATION OF A FROZEN FOUNDATION SOIL |
|
|
Kudriavtsev S.A., Val`tseva T.I., Mut A.D., Kovshun V.S. |
| Vol 14, No 1 (2023) |
Bearing capacity of a driven hanging piles with longitudinal grooves on their side surface |
|
|
Polishhuk A.I., Demchenko V.A. |
| Vol 8, No 2 (2017) |
CALCULATION OF INTERACTION REINFORCED CONCRETE FOUNDATION A GROUND BASE AT LIMIT LOAD |
|
|
Dyba V.P., Matvienko M.P. |
| Vol 12, No 3 (2021) |
ACCOUNT THE INFLUENCE OF DEFORMATIONS FROM PART-TIME WORK OF THE TERRITORY ON THE STRESS-STRAIN STATE OF BUILDING STRUCTURES |
|
|
Pyatkin P.A., Skibin E.G. |
| Vol 7, No 2 (2016) |
WINTER SEASON CONSTRUCTION MODE OF COMBINED FOUNDATION |
|
|
Kim B.G., Stepanov M.A., Volosiuk D.V. |
| Vol 7, No 1 (2016) |
USE OF LOW POTENTIAL ENERGY OF SOIL AS A WAY TO IMPROVE THE ENERGY EFFICIENCY OF BUILDINGS |
|
|
Bakieva I.D. |
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