Issue |
Title |
Vol 14, No 3 (2023) |
Obtaining the empirical calibration dependence for express assessment of the quality of the performance of ground structures |
|
Sazonova S.A., Tatiannikov D.A., Ponomaryov A.B. |
Vol 13, No 2 (2022) |
COMPUTER SIMULATION OF RIGID PLATE SETTLEMENT ON A HOMOGENEOUS WEIGHT BASE |
|
Bartolomey L.A., Bogomolova O.A., Geidt V.D., Geidt A.V. |
Vol 8, No 2 (2017) |
ON THE STRESS-STRAIN STATE OF AN ELASTIC HALF-PLANE WITH THE NONLINEAR MOVEMENT OF THE PLOT BOUNDARIES |
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
Vol 13, No 3 (2022) |
THE KARST PROTECTION OF HIGHWAYS USING GEOSYNTHETIC MATERIALS AND ALARM SYSTEMS DESIGN |
|
Gotman N.Z., Panteleev Y.I. |
Vol 7, No 4 (2016) |
Estimation of changes in the deformation characteristics of clay soils in the bottom of bored piles under repeated loading |
|
Liashenko P.A., Gokhaev D.V., Shmidt O.A. |
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 4 (2016) |
The development of structures for strengthening of sliding slopes from highway “Amur” with using of modern geosynthetic materials |
|
Kudriavtsev S.A., Val′tseva T.I., Goncharova E.D. |
Vol 11, No 3 (2020) |
GEOTECHNICAL ACCIDENTS OF ROAD STRUTURES AND THEIR LICVIDATION |
|
Shapiro D.M., Tyutin A.P. |
Vol 11, No 1 (2020) |
CAUSES OF DEFORMATION OF THE FOUNDATION STRUCTURES OF THE PASSENGER TERMINAL AIRPORT "SOKOL" (MAGADAN) |
|
Vlasov V.P., Bolotin A.V., Sergeev S.M., Lunegova A.A. |
Vol 9, No 3 (2018) |
EFFECT OF PETROLEUM PRODUCTS ON PHYSICAL AND MECHANICAL PROPERTIES OF CONCRETE AND THE RELIABILITY OF LOAD-BEARING STRUCTURES |
|
Svintsov A.P., Nikolenko Y.V. |
Vol 10, No 4 (2019) |
STUDY OF THE INFLUENCE OF THE LAYING OF HEATING MAINS ON THE STATE OF THE BASE PAVEMENT AUTOMOBILE ROAD |
|
Kudryavtcev S.A., Valtseva T.U. |
Vol 9, No 3 (2018) |
SOME PREMISES OF THE APPLICATION OF DYNAMIC DENSIMETER FOR THE DETERMINATION OF SOIL DEFORMATION MODULUS |
|
Sazonova S.A., Ponomaryov A.B. |
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 9, No 2 (2018) |
THE STUDY OF THE FEATURES OF INCREASING OF PLASTIC DEFORMATIONS IN SOILS |
|
Bezmaternykh A.V., Ofrikhter V.G. |
Vol 9, No 2 (2018) |
ON THE STRESS-STRAIN STATE OF AN ELASTIC HALF-PLANE WITH THE ASYMPTOTIC ATTENUATION OF THE DISPLACEMENTS AT INFINITY |
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
Vol 14, No 3 (2023) |
Computer modeling of the interaction of the building underground part with the soil foundation during the karst cavity formation on the example of the administrative and business center construction |
|
Ter-Martirosyan A.Z., Cherkesov R.H., Isaev I.O., Filaretov N.A., Vanina Y.V. |
Vol 8, No 4 (2017) |
EXPERIMENTAL AND THEORETICAL VERIFICATION OF THE QUALIFIED METHOD BASED ON LAYER-BY-LAYER SUMMATION TO CALCULATE SETTLEMENTS IN SHALLOW FOUNDATIONS |
|
Pronozin I.A., Chikishev V.M., Rachkov D.V. |
Vol 8, No 3 (2017) |
APPLICATION OF EXPRESS METHODS FOR DETERMINATION OF CHARACTERISTICS OF FILL SOILS |
|
Sazonova S.A., Rumiantsev S.D. |
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