Zobrazeno 1 - 10
of 846
pro vyhledávání: '"silty sand"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-15 (2024)
Abstract Freeze–thaw (F–T) cycling poses a significant challenge in seasonally frozen zones, notably affecting the mechanical properties of soil, which is a critical consideration in subgrade engineering. Consequently, a series of unconfined comp
Externí odkaz:
https://doaj.org/article/fd8ae01769024de584dac4d9612dbfde
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 58, Iss 3, Pp 243-249 (2024)
The mechanical behavior of silty sands is one of the crucial topics in the field of soil mechanics. However, many studies have been conducted to determine the main features of the silty sand mixtures; there are some non-clarified mechanisms yet. Most
Externí odkaz:
https://doaj.org/article/315b29feb2964ab38abde9ab07d44192
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:
Muhammad Alfian Faruqi, Bashar S Mohammed, Abdullah Anwar, Dedy Dharmawansyah, Hermansyah Hermansyah
Publikováno v:
Media Komunikasi Teknik Sipil, Vol 29, Iss 1, Pp 123-131 (2023)
Improving the physical properties of problematic soil has became fundamental consideration in various constructions, especially geotechnical engineering, to avoid failures, increase stability and strength of soil. Silty sand is one of the problematic
Externí odkaz:
https://doaj.org/article/d3754a70d8134d229d3bd5121dbef81f
Publikováno v:
Geosciences, Vol 14, Iss 6, p 166 (2024)
During an earthquake, excess pore water pressure generation in saturated silty sands causes a reduction in shear strength and even liquefaction of the soil. A comprehensive experimental program consisting of undrained cyclic simple-shear tests was un
Externí odkaz:
https://doaj.org/article/90caba733cef42d5a2f291ab2384f6c5
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 9, Iss 1, Pp 59-75 (2023)
In this study, the critical state shear strength of a type of sand with different silt percentages in saturated and unsaturated states has been investigated. For this purpose, a number of undrained consolidated (CU) and drained consolidated (CD) tria
Externí odkaz:
https://doaj.org/article/2f5fc9e54d554a8695545b7d92f9e719
Publikováno v:
Open Engineering, Vol 13, Iss 1, Pp 769-77 (2023)
Industrial processes are the main generator of littering agents, and the growing environmental awareness has contributed to a focus on the issue of littering. One of the biggest environmental issues in the world is how to manage this waste given the
Externí odkaz:
https://doaj.org/article/63f9bd560d674652be5931634f6f0cbd
Publikováno v:
مهندسی عمران شریف, Vol 39.2, Iss 1, Pp 29-38 (2023)
The diverse carbonate materials found in Iran exhibit varied physical, mechanical, and chemical behaviors, making their stabilization a subject of great interest. Further research is necessary to investigate their properties. The engineering properti
Externí odkaz:
https://doaj.org/article/77892d6c5bf8478d8725af568a1f1ae8
Autor:
Kuttah Dina
Publikováno v:
E3S Web of Conferences, Vol 544, p 02006 (2024)
is well known that permanent deformation has a significant influence on the performance of pavements because it leads an increase in maintenance operations and costs and reduces ride quality. Therefore, it is important to predict the permanent deform
Externí odkaz:
https://doaj.org/article/bd84c5e2907b4c12a542bb2f07f83bc4
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