Issue |
Title |
Vol 14, No 3 (2023) |
Obtaining the empirical calibration dependence for express assessment of the quality of the performance of ground structures |
|
Sazonova S.A., Tatiannikov D.A., Ponomaryov A.B. |
Vol 9, No 3 (2018) |
SOME PREMISES OF THE APPLICATION OF DYNAMIC DENSIMETER FOR THE DETERMINATION OF SOIL DEFORMATION MODULUS |
|
Sazonova S.A., Ponomaryov A.B. |
Vol 9, No 2 (2018) |
IMPROVING THE CALCULATION METHOD FOR THE SETTLEMENT OF PILE FOUNDATIONS OF TANKS TAKING INTO ACCOUNT THEIR LOADING AND UNLOADING REPEATABILITY |
|
Shmidt O.A. |
Vol 7, No 4 (2016) |
Estimation of changes in the deformation characteristics of clay soils in the bottom of bored piles under repeated loading |
|
Liashenko P.A., Gokhaev D.V., Shmidt O.A. |
Vol 13, No 2 (2022) |
COMPUTER SIMULATION OF RIGID PLATE SETTLEMENT ON A HOMOGENEOUS WEIGHT BASE |
|
Bartolomey L.A., Bogomolova O.A., Geidt V.D., Geidt A.V. |
Vol 8, No 4 (2017) |
EXPERIMENTAL AND THEORETICAL VERIFICATION OF THE QUALIFIED METHOD BASED ON LAYER-BY-LAYER SUMMATION TO CALCULATE SETTLEMENTS IN SHALLOW FOUNDATIONS |
|
Pronozin I.A., Chikishev V.M., Rachkov D.V. |
Vol 8, No 3 (2017) |
APPLICATION OF EXPRESS METHODS FOR DETERMINATION OF CHARACTERISTICS OF FILL SOILS |
|
Sazonova S.A., Rumiantsev S.D. |
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