Issue |
Title |
File |
Vol 56, No 5 (2019) |
An Assessment of the Osmotic Pressure Effect on the Creep Properties of Silty Mudstone |
|
Ma C., Zhang T., Yao W.
|
Vol 54, No 4 (2017) |
An Efficient Algorithm for Calculating Rheological Parameters of Layered Soil Media Composed from Elastic-Creeping Materials |
|
Bobyleva T.N., Shamaev A.S.
|
Vol 55, No 1 (2018) |
An Integrated Methodology for Displacement-Based Seismic Design of Homogeneous Slopes |
|
Tiznado J., Opazo C., Silva M., Viejo N.
|
Vol 52, No 6 (2016) |
Analysis of Methods for Determining the Deformation Characteristics of Cohesive Soil |
|
Khafizov R.M.
|
Vol 54, No 2 (2017) |
Analysis of Strip Pile Footing Behavior Caused by Sinkhole Formation |
|
Gotman N.Z., Davletyarov D.A.
|
Vol 55, No 2 (2018) |
Analysis of the Interaction of Drill-Injection Piles with Soil Foundation |
|
Pronozin Y.A., Samokhvalov M.A.
|
Vol 55, No 1 (2018) |
Analysis of the Interaction of Main Pipelines with the Earth Basement in the Evaluation of Their Stability |
|
Dimov L.A., Dimov I.L.
|
Vol 53, No 4 (2016) |
Analysis of the Maximum Dynamic Shear Modulus and Particle Arrangement Properties of Saturated Soft Clay Soils |
|
Shan Y., Mo H., Yu S., Chen J.
|
Vol 55, No 1 (2018) |
Analysis of the Response of an Axially Loaded Pile Considering Softening Behavior of Pile-Soil System |
|
Zhang J., Zhang S., Zhang Q., Liu S., Feng R.
|
Vol 55, No 2 (2018) |
Analysis of the Response of Pile Groups Considering Pile–Cap–Soil Interaction in Layered Soil |
|
Cui W., Zheng X.
|
Vol 56, No 2 (2019) |
Analysis of the Results of Geotechnical Monitoring of "Lakhta Center" Tower |
|
Travush V.I., Shulyat’ev O.A., Shulyat’ev S.O., Shakhraman’yan A.M., Kolotovichev Y.A.
|
Vol 53, No 2 (2016) |
Analytical Prediction for Piles Used for Slope Stabilization |
|
Zhang A., Mo H., Zhang J.
|
Vol 54, No 6 (2018) |
Analytical Solution for Determining the Required Strength of Mine Backfill Based on its Damage Constitutive Model |
|
Qiu J., Yang L., Xing J., Sun X.
|
Vol 56, No 2 (2019) |
Analytical Solution for Fracture of Stope Roof Based on Pasternak Foundation Model |
|
Feng Q., Fu S., Wang C., Liu W.W.
|
Vol 54, No 4 (2017) |
Application of SPH Method in Simulation of Failure of Soil and Rocks Exposed to Great Pressure |
|
Niroumand H., Mehrizi M.E., Saaly M.
|
Vol 56, No 3 (2019) |
Application of Static Sounding to Predict the Tilt of Large Oil Storage Tanks |
|
Dimov L.A., Dimov I.L.
|
Vol 53, No 4 (2016) |
Aspects of the Joint Operation of a Ring Foundation and a Soil Bed with Zones of Inhomogeneity Present |
|
Tarasenko A., Chepur P.
|
Vol 53, No 4 (2016) |
Assessing the Ultimate Strength of Piles Interacting with Sliding Soil |
|
Derevenets F.N., Matsii S.I.
|
Vol 56, No 4 (2019) |
Bearing Capacity of an Eccentrically Loaded Strip Footing on Reinforced Sand Slope |
|
Abdi A., Abbeche K., Mazouz B., Boufarh R.
|
Vol 55, No 5 (2018) |
Bearing Capacity of Basements and Stability of Slopes Formed by Flooded or Air-Dry Sandy Soils |
|
Smolyanitskii L.A.
|
Vol 55, No 2 (2018) |
Behaviors of Embankment on PVD-Improved Haiphong Clay |
|
Jang W.Y.
|
Vol 54, No 4 (2017) |
Boundary Effects in Simulation of Soil-Structure Interaction Problems |
|
Edip K., Garevski M., Sheshov V., Bojadjieva J.
|
Vol 54, No 3 (2017) |
Buckling Analysis of an Axially Loaded Slender Pile Considering the Promotion Effect of Soil Pressure |
|
Chen L., Chen Y., Shi J., Chen G.
|
Vol 55, No 5 (2018) |
Calculation of Permafrost Thawing Depth in Multilayer Pavement Bases |
|
Ivanov V.N., Merzlyakov V.P., Plotnikov A.A.
|
Vol 56, No 2 (2019) |
Calculation of the Thermal Stress-Strain State of Permafrost and Thawing Bases of Buildings in the Presence of Accidental Leaks from Utility Lines |
|
Kronik Y.A., Rabinovich M.V.
|
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