Issue |
Title |
Vol 8, No 3 (2017) |
MULTILAYERED SYSTEM OF SAND BEDS WITH CLOSED REINFORCEMENT FOR LOW-RISE FOUNDATIONS |
|
Bai V.F., Luzin A.I. |
Vol 11, No 3 (2020) |
CALCULATION OF VERTICAL DEFORMATIONS OF THE FOUNDATIONS ON THE SOFT SOIL IMPROVED BY GEOTEXTILE ENCASED STONE COLUMNS |
|
Shenkman R.I., Ponomaryov A.B. |
Vol 7, No 2 (2016) |
DEVELOPMENT OF A DESIGN METHOD FOR BRIDGING SYSTEMS IN AREAS WITH DOLINES AND SINKHOLES USING GEOSYNTHETIC REINFORCEMENTS |
|
Schwerdt S. |
Vol 15, No 4 (2024) |
Determination of contact characteristics at the soil-geotextile interface in a triaxial compression |
|
Ofrikhter V.G., Kazakov M.S. |
Vol 10, No 1 (2019) |
THE PLANNING OF THE MODEL EXPERIMENTS TO INVESTIGATETHE OPERATION OF BASES REINFORCED WITH GEOSYNTHETIC SHELLS |
|
Semenov D.A., Kleveko V.I. |
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