Zobrazeno 1 - 10
of 5 428
pro vyhledávání: '"Critical state"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-15 (2024)
Abstract Geotechnical engineering projects are often at risk from threats related to mineral dissolution and loss of particles that constitute the matrix of the geomaterial. Moreover, the impact of climate change can exacerbate these risks by acceler
Externí odkaz:
https://doaj.org/article/6c6209d58d4e4b68bd3619e4b0d281bc
Autor:
Xu Kang
Publikováno v:
International Journal of Corporate Social Responsibility, Vol 9, Iss 1, Pp 1-13 (2024)
Abstract This article presents a theoretical framework for analysing corporate responsibility through the lens of critical state theory, focusing on the dynamic interplay between state and business. Traditionally, corporate responsibility is seen as
Externí odkaz:
https://doaj.org/article/84e7c8190f324758ad84d210b76391c8
Publikováno v:
Geotechnics, Vol 4, Iss 3, Pp 843-871 (2024)
This paper reports and discusses the results of a series of monotonic compression drained and undrained triaxial tests performed on three compacted, slightly weathered silty sand tephras. In total, 18 drained and 18 undrained tests were performed on
Externí odkaz:
https://doaj.org/article/3c6f61305cd643b39d3dfd70aeb316fc
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-16 (2024)
Abstract Rock strength is imperative for the design and stability analysis of engineering structures. The Mohr–Coulomb (M-C) criterion holds significant prominence in geotechnical engineering. However, the M-C criterion fails to accurately capture
Externí odkaz:
https://doaj.org/article/4cc140d6193247bcafa0976a27633d73
Semi-analytical solution for drained expansion analysis of a hollow cylinder of critical state soils
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 6, Pp 2326-2340 (2024)
The expansion of a thick-walled hollow cylinder in soil is of non-self-similar nature that the stress/deformation paths are not the same for different soil material points. As a result, this problem cannot be solved by the common self-similar-based s
Externí odkaz:
https://doaj.org/article/f45ba896b57447df83b3cb616fe647fe
Autor:
Nilo Cesar Consoli, João Vítor de Azambuja Carvalho, Alexia Cindy Wagner, Hugo Carlos Scheuermann Filho, Inácio Carvalho, Pedro Pazzoto Cacciari, João Paulo de Sousa Silva
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 5, Pp 1684-1695 (2024)
The disposal of filtered tailings in high dry stacks can induce particle breakage, changing the material's behaviour during the structure's lifetime. The grading changes influence material properties at the critical state, and this is not mature for
Externí odkaz:
https://doaj.org/article/03bea9564bda4226960e5af4a983a112
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