| Шығарылым |
Атауы |
Файл |
| Том 53, № 6 (2017) |
Methodological Principles of Geo-Hazard Vulnerability Evaluation of Capital Construction Assets in Urbanized Areas |
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Osipov V., Burova V., Karfidova E.
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| Том 55, № 3 (2018) |
Methods for the Determination of Curvatures and the Difference Between the Slopes of Foundations as the Criteria of Deformation of the Basements of Buildings and Structures |
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Il’ichev V., Nikiforova N.
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| Том 54, № 5 (2017) |
Methods of Cooling the Foundations of Buildings Constructed According to the Principle of Maintaining the Soil in a Permafrost State (town of Mirnyi) |
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Plotnikov A., Makarov V.
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| Том 56, № 4 (2019) |
Model Studies of Lateral Soil Pressure on Drilling Piles in Dry and Saturated Sands |
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Olgun M., Fidan B., Yenginar Y.
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| Том 55, № 3 (2018) |
Modeling of Coupled Heat-Moisture Transfer and Deformation Behavior of Frozen Soil |
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He M., Feng X., Li N.
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| Том 55, № 4 (2018) |
Modeling of the Thermal Interaction of Sandy Fill and Frozen Base Soils |
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Kurchatova A., Poskonina E.
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| Том 53, № 4 (2016) |
More on Optimization of Initial Data for Analysis of Beds and Foundations |
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Zimin V., Bondar’ L.
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| Том 54, № 1 (2017) |
New Method of Performing Soil Tests Using Multisectional Piles |
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Samorodov A., Mulyar D., Tabachnikov S., Gerasimovich E.
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| Том 53, № 5 (2016) |
New Way of Determining Soil Resistance to Underground Pipeline Deformation |
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Dimov L., Dimov I.
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| Том 55, № 5 (2018) |
Nonlinear Analysis of Tunnel Deformation and Mechanisms of Stress Transfer Caused by Basement Excavation |
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Sun H., Wang L., Chen Y., Dong Y., Zhang J., Sun W.
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| Том 56, № 1 (2019) |
Nonlinear Behavior of Soils Under Exposure to Seismic Activity |
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Zainulabidova K.
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| Том 56, № 4 (2019) |
Numerical Analysis of Settling of Foundations of Heightened Buildings by the Modulus-Free Method |
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Utenov E., Zhusupbekov A., Abdrakhmanova K., Tanyrbergenova G., Mukhamedzhanova A.
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| Том 56, № 4 (2019) |
Numerical Analysis of the Shorings of Deep Foundation Pits with Regard for the Soil Solidification |
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Gotman A., Gotman Y.
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| Том 55, № 5 (2018) |
Numerical and Experimental Studies on Single Stone Columns |
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Lajevardi S., Shamsi H., Hamidi M., Enami S.
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| Том 56, № 5 (2019) |
Numerical Comparison on Deformation Characteristics of the Shored Mechanically Stabilized Earth Wall Between Reduced-Scale and Full-Scale Models |
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Ren F., Hao Q., Wang G.
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| Том 54, № 5 (2017) |
Numerical Investigation of Pipeline Responses to Tunneling-Induced Ground Settlements in Clay |
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Shi J., Zhang X., Chen L., Chen L.
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| Том 56, № 5 (2019) |
Numerical Investigation of the Performance of a New Anchored Micropile Structure Against Landslides |
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Hu T., Wang T.
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| Том 52, № 6 (2016) |
Numerical Modelling of the Consolidation Behavior of Peat Soil Improved by Sand Columns |
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Mujah D., Siaw K., Tasnim S.
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| Том 53, № 6 (2017) |
Numerical Simulation of the Consolidation in the Presence of Sand Lenses with Time-Dependent Drainage Boundaries |
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Tabarsa A.
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| Том 56, № 3 (2019) |
Numerical Study: Influences of Local Radial Consolidation for Soft Clay |
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Zhou Y., Khoteja D., Xu F.
|
| Том 56, № 1 (2019) |
On Correct Interpretation of Object Influence Zones in Finite-Element Geomechanical Models |
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Bulychev I.
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| Том 55, № 6 (2019) |
On the Applicability of the Influence Function Obtained from Single-Pile Calculations for the Calculation of Pile Groups |
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Bokov I., Fedorovskii V.
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| Том 54, № 3 (2017) |
On the Calculation of Bored Piles Under Axial Compressive Loads in Rocky Soils |
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Zertsalov M., Nikishkin M., Khokhlov I.
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| Том 54, № 6 (2018) |
On the Calculation of Groups of Piles Using Mutual Influence Coefficients in the Elastic Half-Space Model |
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Bokov I., Fedorovskii V.
|
| Том 55, № 1 (2018) |
On the Evaluation of the Physicomechanical Properties of Jointed Thin-Layered Rocks |
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Slavin M., Markin M.
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| Нәтижелер 271 - 176/200 |
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