Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Eyo Umo Eyo"'
Autor:
Eyo Umo Eyo, Samuel Abbey
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering. 14:603-615
This study has provided an approach to classify soil using machine learning. Multiclass elements of stand-alone machine learning algorithms (i.e. logistic regression (LR) and artificial neural network (ANN)), decision tree ensembles (i.e. decision fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67767b7c8e09806e8247dc6d503da049
https://doi.org/10.1016/j.jrmge.2021.08.011
https://doi.org/10.1016/j.jrmge.2021.08.011
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 34, Iss 1, Pp 31-45 (2022)
Since unsaturated soil conditions are normally experienced above the groundwater table, most treated or stabilised soils for roadworks, earth dams’ embankments, landfill sites, hydraulic barriers etc. could be regarded as existing in this region. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1d9ffd5b442b48b5a10a494f436224fb
https://doi.org/10.1016/j.jksues.2020.07.013
https://doi.org/10.1016/j.jksues.2020.07.013
Publikováno v:
Geotechnics
Volume 1
Issue 2
Pages 19-415
Volume 1
Issue 2
Pages 19-415
Gypseous soils are capable of presenting ground construction challenges to civil and geotechnical engineers due to their unpredictable deformation characteristics. These undesirable responses are sometimes caused by environmental changes in moisture
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c8837340f68849ad0256fb45a72194a4
https://doi.org/10.3390/geotechnics1020019
https://doi.org/10.3390/geotechnics1020019
Publikováno v:
Explainable AI: Foundations, Methodologies and Applications ISBN: 9783031128066
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b7fdc3ba6ad5812b9f090b09867cc125
https://doi.org/10.1007/978-3-031-12807-3_8
https://doi.org/10.1007/978-3-031-12807-3_8
Publikováno v:
Geoscience Frontiers, Vol 13, Iss 1, Pp 101296-(2022)
Soil swelling-related disaster is considered as one of the most devastating geo-hazards in modern history. Hence, proper determination of a soil’s ability to expand is very vital for achieving a secure and safe ground for infrastructures. According
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::92c190bcba273a86c3ad367d17bddb64
Publikováno v:
Bulletin of Engineering Geology and the Environment. 79:2119-2130
This study presents the effect of high plasticity on swell potential, swelling pressure and micro-structural characteristics of kaolinite-bentonite mixed clays. Five different mix ratios of kaolinite bentonite mixture of 100:0, 90:10, 75:25, 50:50 an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::685c3b7abd9c3602f5d22036a67bee95
https://doi.org/10.1007/s10064-019-01621-z
https://doi.org/10.1007/s10064-019-01621-z
Autor:
Samuel Jonah Abbey, Eyo Umo Eyo
Publikováno v:
Applied Sciences; Volume 12; Issue 20; Pages: 10639
This study investigated the consolidated undrained shear behaviour of a stabilised high-sulphate soil system. Lime was used to stabilise the soil with the inclusion of ground granulated blast furnace slag (GGBS) as an ettringite suppressor. Both volu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a9be306a75f811353b48c2b835b5d64d
https://doi.org/10.3390/app122010639
https://doi.org/10.3390/app122010639
Publikováno v:
Transportation Geotechnics. 18:124-131
The complex swelling mechanism in expansive clays during moisture ingress can be succinctly explained by an examination of their core mineralogy, microfabric, grain size and suction response. This note has attempted to investigate these influential f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::311653570f53978230e009c06a31c687
https://doi.org/10.1016/j.trgeo.2018.11.007
https://doi.org/10.1016/j.trgeo.2018.11.007
Publikováno v:
IFCEE 2021.
The use of sustainable binders in soil stabilization has dominated most discussions in geotechnical engineering in recent years. In keeping with the objective of reducing carbon foot-printing, a zeolite/alkali earth metal-based additive called “Roa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5556d86ec9e57664838d66389491be25
https://doi.org/10.1061/9780784483411.016
https://doi.org/10.1061/9780784483411.016
This work presents an experimental study on the physical, mechanical and microstructural characteristics of two clay soils treated with by-product materials (GGBS and PFA) blended with a nano technology-based additive called RC (RC). The soils were i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c8719e63ac17d70ec041bfc130f28dea