| Issue |
Title |
| Vol 11, No 4 (2020) |
DESIGN OF REINFORCEMENT OF FOUNDATIONS OF RECONSTRUCTED, RESTORED BUILDINGS USING PILES |
|
|
Polishchuk A.I., Semyonov I.V. |
| Vol 9, No 1 (2018) |
METHODS OF STRENGTHENING FOUNDATIONS AND basement CONSTRUCTIONS OF RECONSTRUCTED BUILDINGS |
|
|
Polishchyk A.I., Petukhov A.A. |
| 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 8, No 4 (2017) |
CALCULATION AND DESIGN OF REINFORCING SLAB FOUNDATIONS WITH SOIL-CEMENT PILES |
|
|
Gotman N.Z., Safiullin M.N. |
| Vol 8, No 2 (2017) |
STRENGTHENING THE BAND STRENGTH WITH THE METHOD OF CONSTRUCTION OF THE FUNDAMENTAL PLATE WITH THE UNLIFFED FORMWORK |
|
|
Skibin G.M., Subbotin V.A. |
| Vol 10, No 3 (2019) |
EXPERIMENTAL STUDIES OF PILE FOUNDATION GROUND BASE REINFORCED WITH HARD INCLUSIONS |
|
|
Nuzhdin M.L. |
| 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 8, No 2 (2017) |
STRESS-STRAIN CONDITION OF BASE OF DEEP FOUNDATIONS |
|
|
Ter-Martirosian A.Z., Ter-Martirosian Z.G., Luzin I.N. |
| 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 12, No 2 (2021) |
Methodological issues in the History of origin and development of the Foundation Engineering from Ancient times to the beginning of the XVII century |
|
|
Shalamova E.A. |
| Vol 8, No 1 (2017) |
ENGINEERING AND GEOLOGICAL CONSTRUCTION CONDITIONS ON MAIKOP CLAYS OF VOLGOGRAD |
|
|
Kuznetsova S.V., Makhova S.I. |
| Vol 8, No 1 (2017) |
FEATURES OF CONSTRUCTING LOESS-BASED BUILDINGS AND STRUCTURES IN MOLDOVA |
|
|
Bogomolov A.N., Olianskii I.I., Shchekochikhina E.V., Kuz’menko I.I., Mozgunov M.D., Charykov D.A. |
| Vol 11, No 3 (2020) |
REMOTE CONTROL SYSTEM FOR TECHNOLOGICAL PARAMETERS OF PRESSED PILES |
|
|
Gaido A.N., Pogoda A.G., Kolchedantsev L.M., Vershinin D.V. |
| Vol 7, No 4 (2016) |
COMPARISON OF METHODS OF PROTECTION OF FROST HEAVING SOIL |
|
|
Chernysheva I.A., Mashchenko A.V. |
| Vol 9, No 2 (2018) |
PILE TESTING METHODS PRIOR TO RECONSTRUCTION OF BUILDINGS |
|
|
Saenko Y.V. |
| Vol 7, No 4 (2016) |
EVALUATION OF TWO NORMATIVE METHODS OF CALCULATION DEFORMATIONS OF FOUNDATIONS |
|
|
Lushnikov V.V. |
| Vol 9, No 2 (2018) |
MODELLING HEAT EXCHANGE PROCESSES IN SOILS |
|
|
Ofrikhter I.V., Zaharov A.V., Likhacheva N.N. |
| Vol 7, No 2 (2016) |
THE USE OF COMPOSITE MATERIALS IN THE DEVICE TECHNOLOGY OF BORED PILES IN THE CASING |
|
|
Vshivkov A.S., Bochkareva T.M. |
| Vol 9, No 1 (2018) |
TO THE QUESTION ABOUT THE ASSESSMENT BEARING CAPACITY DRIVING REINFORCED CONCRETE PILES OF STANDARD CROSS SECTIONS ON HORIZONTAL LOAD |
|
|
Znamenskiy V.V., Znamenskaya E.P., Chunyuk D.Y., Khaliullina D.R. |
| 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. |
| Vol 15, No 2 (2024) |
Strengthening of pile foundations by contour reinforcement with hard injection bodies |
|
|
Nuzhdin M.L., Ponomaryov A.B. |
| Vol 7, No 1 (2016) |
ON THE ISSUE OF USING VARIOUS METHODS OF PROTECTION AGAINST FROST HEAVE |
|
|
Chernysheva I.A., Mashchenko A.V. |
| Vol 8, No 4 (2017) |
ASSESSMENT OF THE MUTUAL INFLUENCE OF ENERGY PILES |
|
|
Zakharov A.V., Bakieva I.D. |
| Vol 11, No 1 (2020) |
METHOD FOR CALCULATING THE STABILITY OF THE WALLS OF A DRILLING WELL WHEN INSTALLING BORED PILES |
|
|
Popov D.V., Savinova E.V. |
| 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 10, No 3 (2019) |
USING THE STRESS-WAVE THEORY TO DETERMINE THE BEARING CAPACITY OF PILES |
|
|
Ofrikhter I.V., Ponomaryov A.B. |
| 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. |
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