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