Deformation Parameters of Macrofragment Soils in Soil Dams
The author tries to generalize the results of testing of macrofragment soils, made by other authors and to give recommendations on defining nonlinear model soils parameters. The article gives definitions of volume weight of gravel and pebble ground and mined rock. It’s shown that starting shift modu...
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| Format: | Article |
| Language: | English |
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Moscow State University of Civil Engineering (MGSU)
2014-06-01
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| Series: | Stroitel’stvo: Nauka i Obrazovanie |
| Subjects: | |
| Online Access: | http://nso-journal.ru/public/journals/1/issues/2014/02/2_Sainov.pdf |