|
Issue |
Title |
|
Vol 45, No 2 (2025) |
Assessment of the feasibility of adding additional floors to unfinished construction projects based on static pile load test results |
Abstract
PDF (Rus)
|
I. M. Iovlev, S. A. Kryuchkov, E. A. Metelitsa |
|
Vol 45, No 2 (2025) |
Fracture mechanisms of layered materials in structures of cultural heritage objects |
Abstract
PDF (Rus)
|
E. V. Sheikin, V. F. Stepanova |
|
Vol 44, No 1 (2025) |
Interaction of multi-blade screw piles with a sandy base |
Abstract
PDF (Rus)
|
A. G. Alekseev, S. A. Vinogradova |
|
Vol 44, No 1 (2025) |
Subsurface contour unevenness in seismic microzoning of a point facility |
Abstract
PDF (Rus)
|
A. S. Aleshin, V. V. Pogrebchenko, S. N. Nikitin |
|
Vol 44, No 1 (2025) |
Safety of bases and foundations in the transition to the parametric standardization model of construction |
Abstract
PDF (Rus)
|
I. V. Kolybin, D. E. Razvodovsky, A. V. Skorikov |
|
Vol 43, No 4 (2024) |
Restoration of serviceability of bases and foundations in the Arctic zone and permafrost zone of Russia |
Abstract
PDF (Rus)
|
A. G. Alekseev, P. M. Sazonov, D. V. Zorin, A. A. Alekseeva, I. A. Dymchenko |
|
Vol 43, No 4 (2024) |
Negative forces on the lateral surface of metal pile foundations during sandy soil thawing |
Abstract
PDF (Rus)
|
A. G. Alekseev, P. M. Sazonov, I. A. Dymchenko, A. A. Alekseeva |
|
Vol 43, No 4 (2024) |
Methodology for forecasting the values of seasonal thaw layer in permafrost areas considering their degradation under climate warming |
Abstract
PDF (Rus)
|
A. G. Alekseev, P. M. Sazonov, V. G. Ryabukhina |
|
Vol 43, No 4 (2024) |
Study of operational control issues in jet grouting based on the parameters of the spoil return jet grouted material |
Abstract
PDF (Rus)
|
D. V. Antonenko, A. V. Shaposhnikov, A. I. Misyuk, O. A. Shulyatyev, I. N. Tikhonov, K. P. Pyatikrestovsky |
|
Vol 43, No 4 (2024) |
Processing of engineering and geological survey data for determining parameters of the hardening soil model on the example of clay soils in the Nizhny Novgorod region |
Abstract
PDF (Rus)
|
A. N. Maleeva, A. I. Kharichkin |
|
Vol 43, No 4 (2024) |
Laboratory testing stabilization of soils with organic constituents using acrylate, siloxane, and cement mortars |
Abstract
PDF (Rus)
|
A. I. Misyuk, A. V. Shaposhnikov, D. V. Antonenko, O. A. Shulyatyev, V. V. Orekhov, K. P. Pyatikrestovsky |
|
Vol 42, No 3 (2024) |
Calculation of seasonal soil freezing depth by engineering and numerical methods |
Abstract
PDF (Rus)
|
A. G. Alekseev |
|
Vol 41, No 2 (2024) |
Experimental research of a flexible retaining wall model in laboratory conditions |
Abstract
PDF (Rus)
|
V. V. Bryksin |
|
Vol 40, No 1 (2024) |
Influence of load parameters during landslide slope reinforcement with soil nails based on self-drilling hollow steel bars on their bearing capacity and strength properties |
Abstract
PDF (Rus)
|
A. I. Kharichkin, D. D. Babich, I. M. Galimov, D. V. Chernyatin |
|
Vol 40, No 1 (2024) |
Influence of dowel group configuration on the stability of reinforced slopes |
Abstract
PDF (Rus)
|
A. I. Kharichkin, D. V. Chernyatin, I. M. Galimov, D. D. Babich |
|
Vol 39, No 4 (2023) |
Frost soil interaction with the cement-sand mortar of a driven precast pile |
Abstract
PDF (Rus)
|
A. G. Alekseev, P. M. Sazonov, S. P. Sorokina |
|
Vol 38, No 3 (2023) |
Application of geodetic methods for preventing emergencies in the construction and operation of buildings and structures |
Abstract
PDF (Rus)
|
M. V. Markov, A. R. Artemov, A. I. Vdovenko |
|
Vol 37, No 2 (2023) |
New methodology for testing very coarse soils by “liquid plate loading” |
Abstract
PDF (Rus)
|
A. V. Rostovtsev |
|
Vol 36, No 1 (2023) |
On the issue of determining the dimensions of the rock massif cavity sufficient for the formation of a sinkhole in the overlying soil stratum |
Abstract
PDF (Rus)
|
V. I. Sheinin, V. A. Kovalev, A. B. Patrikeev, M. L. Kholmyanskiy |
|
Vol 36, No 1 (2023) |
Capabilities of auxiliary techniques for low strain impact testing of piles foundations |
Abstract
PDF (Rus)
|
A. A. Churkin |
|
1 - 20 of 20 Items |
|