CHANGING OF THE STRAIN – STRESS STATE OF BASE SOIL STRUCTURE WITH DEEP CRANKS DEVICE
The article presents a comparison of modification of the strained-and-stressed state for the soil and in the elements of barrier structure during carrying out a deep excavation. The results are given using two different models of the soil in computation software PLAXIS.
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Dnipro National University of Railway Transport named after Academician V. Lazaryan
2011-04-01
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| Series: | Nauka ta progres transportu |
| Subjects: | |
| Online Access: | http://stp.diit.edu.ua/article/view/6825/5857 |