Zobrazeno 1 - 10
of 1 616
pro vyhledávání: '"matric suction"'
Publikováno v:
Railway Sciences, 2024, Vol. 3, Issue 4, pp. 413-436.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/RS-04-2024-0011
Publikováno v:
Shuiwen dizhi gongcheng dizhi, Vol 51, Iss 5, Pp 68-78 (2024)
The analytical calculations of unsaturated steady-state seepage in the widespread layered soils wewre relatively rare. Based on the Darcy seepage theorem and the continuity condition of soil layer interface, a mathematical model describing the steady
Externí odkaz:
https://doaj.org/article/6d94099f32314edf83984fdde86a9a82
Autor:
Abdelhalim Azam, Alaa Gabr, Helal Ezzat, Mohamed Arab, Talal Obaid Alshammari, Emran Alotaib, Waleed Zeiada
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e03062- (2024)
Integrating environmental goals in the construction of infrastructure has attracted great attention over the past two decades. The use of construction and demolished waste materials (C&D) as a base layer for pavement structures gained popularity as a
Externí odkaz:
https://doaj.org/article/4b2f9c3f4abb4612bfe52c1788cf4b7b
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 17, Iss 2 (2024)
The conventional methods follow in designing piles adopt the assumption of saturated condition of soil depending on soil parameters at saturated condition while at most cases the whole piles or part of them lays in unsaturated soil zone, thus the est
Externí odkaz:
https://doaj.org/article/7ebed96e95384ac79704706db8514911
Publikováno v:
Applied Sciences, Vol 14, Iss 17, p 7498 (2024)
This study evaluates the impact of compaction on the soil–water characteristic curve of unsaturated remodeled weakly expansive soils by assessing changes in soil pore structure resulting from variations in compaction. The remodeled weakly expansive
Externí odkaz:
https://doaj.org/article/22749f595e8f4c7c862210037de185a2
Publikováno v:
Frontiers in Earth Science, Vol 11 (2024)
Granite residual soil is widely distributed in the southern coastal areas of China, and the slopes of granite residual soil are prone to instability and failure under the alternating action of rainfall and drying, which will cause great disasters to
Externí odkaz:
https://doaj.org/article/58cfc3addab14093985cdf4c9d4ee5c0
Autor:
Emmanouil Steiakakis, Georgios Syllignakis, Michail Galetakis, Dionysios Vavadakis, Vincent Renaud, Marwan Al Heib, Jan Burda
Publikováno v:
Geosciences, Vol 14, Iss 6, p 142 (2024)
This paper presents the results of a geotechnical investigation regarding the slope stability in a pit lake, emphasizing the impact of water level variations. Advanced analysis techniques were utilized for this study. The research was performed by us
Externí odkaz:
https://doaj.org/article/c38022924004476cb5ae3f0edc7f4685
Publikováno v:
Geosciences, Vol 14, Iss 6, p 148 (2024)
In this paper, a state-dependent, bounding surface plasticity model that simulates the behavior of unsaturated granular soils is presented. An unsaturated, soil mechanics-compatible elastoplastic response is adopted in which no part of the response o
Externí odkaz:
https://doaj.org/article/a79bd7d2b2254fce9ffd78c68f02d23f
Publikováno v:
Land, Vol 13, Iss 4, p 487 (2024)
A clean environment is an essential component of sustainable development, which is based on a comprehensive understanding of the behavior of water, soil, and air. The soil water retention (SWR) curve is a crucial function that describes how soil reta
Externí odkaz:
https://doaj.org/article/b1aa6f6f6edf42769fd6e9c95c48c550
Publikováno v:
Soils and Foundations, Vol 63, Iss 6, Pp 101395- (2023)
Granite residual soil is a special regional soil with special mineral composition and pore structure characteristics, which is easy to induce serious geological disasters or engineering problems, so it is particularly important to study its mechanica
Externí odkaz:
https://doaj.org/article/c6291a94917a4f2496f25bb727810113