Zobrazeno 1 - 10
of 5 482
pro vyhledávání: '"Critical State"'
Publikováno v:
Engineering and Technology Journal, Vol 42, Iss 11, Pp 1355-1366 (2024)
The behavior of subgrade materials plays a pivotal role in determining the longevity of transportation infrastructure. More often, interests had been focused on the mechanical behavior of treated soils prior to the failure stage, while the critical s
Externí odkaz:
https://doaj.org/article/0fca4ae91ffc4c629b610414c64d365c
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
Autor:
Pahalage Nishadi Nayanthara, Jay Rajapakse, Chaminda Gallage, Sampath Sri Sameer Dareeju Biyanvilage, Timothy Rowles
Publikováno v:
Results in Engineering, Vol 24, Iss , Pp 103481- (2024)
Tailing dams constructed using the upstream method can be vulnerable structures, as they are partly founded on tailings deposits that are prone to liquefaction. Current stability and liquefaction analyses of tailings typically assume a single critica
Externí odkaz:
https://doaj.org/article/e65dd472d74242ef8fe4069643ba8a4d
Autor:
Mohammad Hadi Hatefi, Mahyar Arabani, Meghdad Payan, Payam Zanganeh Ranjbar, Suraparb Keawsawasvong, Pitthaya Jamsawang
Publikováno v:
Results in Engineering, Vol 24, Iss , Pp 103572- (2024)
Shape of soil grains has a major role in the characterization of its behavior. This important feature has an appreciable impact on all mechanical properties of granular soils. In order to accurately capture such an important contribution, the grain m
Externí odkaz:
https://doaj.org/article/652874b43e2d407387bcd7fb9348f8fe
Autor:
Nilo Cesar Consoli, Hugo Carlos Scheuermann Filho, Alexia Cindy Wagner, João Vítor de Azambuja Carvalho, João Pedro Camelo Guedes, Inácio Carvalho, Bruno Guimarães Delgado, João Paulo de Sousa Silva
Publikováno v:
Soils and Foundations, Vol 64, Iss 6, Pp 101543- (2024)
Grading changes due to particle breakage are crucial in geotechnical engineering problems involving high pressures, such as elevated-height dry stacking facilities for compacted filtered iron ore tailings disposal. However, understanding the iron ore
Externí odkaz:
https://doaj.org/article/768ad2a38166445c977b7290d5a7fe72
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