Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Alaa H. J. Al-Rkaby"'
Autor:
Alaa H. J. Al-Rkaby
Publikováno v:
Infrastructures, Vol 9, Iss 9, p 160 (2024)
Although soil stabilization with cement and lime is widely used to overcome the low shear strength of soft clay, which can cause severe damage to the infrastructures founded on such soils, such binders have severe impacts on the environment in terms
Externí odkaz:
https://doaj.org/article/6f12a65b7872410287d2f2e78f69b63d
Publikováno v:
Journal of the Mechanical Behavior of Materials. 31:484-491
Geopolymer (GP) has recently emerged as a novel and environmental friendly alternative to conventional soil stabilization products like lime and Ordinary Portland Cement (OPC), which adversely affect the environment. This article emphasizes GPs produ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::657e9412820f4dd3613f75190f69427f
https://doi.org/10.1515/jmbm-2022-0044
https://doi.org/10.1515/jmbm-2022-0044
Autor:
Alaa H. J. Al-Rkaby
Publikováno v:
Studia Geotechnica et Mechanica, Vol 41, Iss 2, Pp 74-80 (2019)
Waste material such as used tires is increasing every year, which poses environmental problems. However, such material has been used in several geotechnical applications as alternative lightweight backfill in highway embankments and/or behind retaini
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fc0933384dafe14679bb790bba1436be
https://doaj.org/article/08c76ce41fd54c9c96494403aee3deaa
https://doaj.org/article/08c76ce41fd54c9c96494403aee3deaa
Publikováno v:
Case Studies in Construction Materials, Vol 13, Iss, Pp e00451-(2020)
This study deals with the static behavior of a self-supporting traditional clay brick-gypsum mortar masonry chimneys representative of the large number of chimneys currently used in industrial field in Iraq which plays an important role in dispersion
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7c650d3245eeb8d5d6729b527e593180
http://www.sciencedirect.com/science/article/pii/S2214509520301236
http://www.sciencedirect.com/science/article/pii/S2214509520301236
Publikováno v:
European Journal of Environmental and Civil Engineering. 23:971-986
Although the directional dependence of soil behaviour is a subject of great interest, yet studies of its effects on cyclic settlement are lacking. Therefore, this paper investigated the macro-scale cyclic settlement under various inclinations of bedd
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40b63724919a73b3e7ca43dbe61c4416
https://doi.org/10.1080/19648189.2017.1327891
https://doi.org/10.1080/19648189.2017.1327891
Publikováno v:
Soils and Foundations. 57:557-574
Although geogrid reinforced soil is widely used for reinforcement in geotechnical problems, the effect of principal stress direction on it has not yet been investigated. A large hollow cylinder apparatus (HCA-600) was employed to perform monotonic dr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a2ba0603760e0867a6ec9a03e3db84a
https://doi.org/10.1016/j.sandf.2017.03.008
https://doi.org/10.1016/j.sandf.2017.03.008
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 4, Pp 585-598 (2017)
Although the cyclic rotation of the principal stress direction is important, its effect on the deformation behavior and dynamic properties of the reinforced soil has not been reported to date. Tests carried out on large-scale hollow cylinder samples
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eb73c570b705e4d2bd229ed129a17f92
http://www.sciencedirect.com/science/article/pii/S1674775516301895
http://www.sciencedirect.com/science/article/pii/S1674775516301895
Publikováno v:
International Journal of Geotechnical Engineering. 10:499-509
The majority of granular soil is anisotropic material and it exhibits stress–strain variations depending on principal stress directions. Such directions acting on granular deposits vary with in situ loading conditions. Many experimental, numerical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f91663566eaab20c0b13397c0a31f21d
https://doi.org/10.1080/19386362.2016.1173965
https://doi.org/10.1080/19386362.2016.1173965
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 3
A series of drained torsional shear tests using a hollow cylinder apparatus HCA was performed to investigate the anisotropic characteristics of sand in terms of the stress–strain and volumetric changes of large scale sand samples reinforced with no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bddd5dd8c8af876b1cfa60f72e31583f
https://doi.org/10.1007/s40891-017-0111-9
https://doi.org/10.1007/s40891-017-0111-9