Undrained shear strength of soils with fine fraction content derived from compression and extension loading triaxial tests

Autor: Tymiński Wojciech, Kiełczewski Tomasz, Paweł Stefanek
Jazyk: English<br />French
Rok vydání: 2024
Předmět:
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