Autor: |
Tymiński Wojciech, Kiełczewski Tomasz, Paweł Stefanek |
Jazyk: |
English<br />French |
Rok vydání: |
2024 |
Předmět: |
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Zdroj: |
E3S Web of Conferences, Vol 544, p 14003 (2024) |
Druh dokumentu: |
article |
ISSN: |
2267-1242 |
DOI: |
10.1051/e3sconf/202454414003 |
Popis: |
In the stability analysis of dams or deep excavations a calculation scheme of soil response is assumed that considers the rotation of main stresses. In the case of tailings dams constructed of granular material with fine fraction content (FC |
Databáze: |
Directory of Open Access Journals |
Externí odkaz: |
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