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https://elib.psu.by/handle/123456789/37389Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Averchanko, M. | ru_RU |
| dc.contributor.author | Shabanau, D. | ru_RU |
| dc.date.accessioned | 2023-01-17T12:00:20Z | - |
| dc.date.available | 2023-01-17T12:00:20Z | - |
| dc.date.issued | 2014 | |
| dc.identifier.citation | Averchanko, M. Modelling of the basis of soil of various rigidity / M. Averchanko, D. Shabanau // European and National Dimension in Research = Европейский и национальный контексты в научных исследованиях : electronic collected materials of IX Junior Researchers' Conference, Novopolotsk, April 22-23, 2014 : in 3 parts / Ministry of Education of Belarus, Polotsk State University ; ed. Dr. Dzmitry Lazouski [et al.]. - Novopolotsk : PSU, 2014. - Part 3 : Technology. - P. 20-23. | ru_RU |
| dc.identifier.uri | https://elib.psu.by/handle/123456789/37389 | - |
| dc.description.abstract | The model of the basis of soil of various rigidity which provides rigid structure is offered and represents a monolith which doesn't give in to shrinkage. It is an important factor for design of highways as the problem of shrinkage of the basis is actual today. For a thorough assessment of soil, we have to go deep into structure of a monolith, into its packing, and also consider boundaries steam channels. | ru_RU |
| dc.language.iso | en | ru_RU |
| dc.publisher | Полоцкий государственный университет | ru_RU |
| dc.title | Modelling of the basis of soil of various rigidity | ru_RU |
| dc.type | Article | ru_RU |
| dc.citation.spage | 20 | ru_RU |
| dc.citation.epage | 23 | ru_RU |
| Appears in Collections: | European and National Dimension in Research. Technology. 2014 | |
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