Issue |
Title |
File |
Vol 53, No 3 (2016) |
Interaction of Compaction Piles with Surrounding Soil with Due Regard for Pile Diameter Expansion |
 (Eng)
|
Ter-Martirosyan A., Ter-Martirosyan Z.G., Sidorov V.
|
Vol 53, No 2 (2016) |
Influence of Local Wetting of Loess Soil on the Redistribution of Reactive Pressures Under Foundations |
 (Eng)
|
Travush V.I., Tsoi A.V., Marufii A.T.
|
Vol 53, No 2 (2016) |
Laws of Shear Interaction at Contact Surfaces Between Solid Bodies and Soil |
 (Eng)
|
Sultanov K.S., Bakhodirov A.A.
|
Vol 53, No 2 (2016) |
Verification of the Results of Numerical and Analytical Estimates of the Settling of a Single Pile in Argillite-Like Clay |
 (Eng)
|
Ponomarev A.B., Sychkina E.N.
|
Vol 53, No 2 (2016) |
Collapse Characteristics of High-Density Silt Under Principal Stress Rotation |
 (Eng)
|
Yang S., Xin W., Jun Y., Wen-han D.
|
Vol 53, No 1 (2016) |
On the Use of Numerical Methods to Analyze Bed Deformations |
 (Eng)
|
Orekhov V.V.
|
Vol 52, No 6 (2016) |
Experimental and Theoretical Rationale for Maximum Loading with a Specified Degree of Risk When Simulating the Operation of a "Bed-Foundation-Superstructure" System |
 (Eng)
|
Pshenichkina V.A., Politov S.I., Chirkov A.A.
|
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