Zobrazeno 1 - 10
of 82
pro vyhledávání: '"C. Guney Olgun"'
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 11, Iss 1, Pp 1212-1232 (2020)
In order to evaluate the risk level of water inrush caused by karst cave accurately and effectively, a novel quantitative assessment model was established based on the reliability theory and genetic algorithm-back propagation (GA-BP) neural network.
Externí odkaz:
https://doaj.org/article/3f2db82ef23044c482883d97cc6bba6e
Publikováno v:
International Journal of Geo-Engineering, Vol 8, Iss 1, Pp 1-16 (2017)
Abstract Clayey soils are usually stiff when they are dry and give up their stiffness as they become saturated. Soft clays are associated with low compressive strength and excessive settlement. This reduction in strength due to moisture leads to seve
Externí odkaz:
https://doaj.org/article/cc3057c81fea4a2bb73f67e0b9228395
Publikováno v:
Geo-Congress 2023.
Publikováno v:
Canadian Geotechnical Journal. 58:1640-1653
Although there are several studies indicating that heating increases the long-term shaft resistance of energy piles, the mechanisms by which heating causes this increase have not been adequately evaluated yet. This article presents a comprehensive an
Publikováno v:
Geo-Congress 2022.
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 11, Iss 1, Pp 1212-1232 (2020)
In order to evaluate the risk level of water inrush caused by karst cave accurately and effectively, a novel quantitative assessment model was established based on the reliability theory and genetic algorithm-back propagation (GA-BP) neural network.
Publikováno v:
SSRN Electronic Journal.
Autor:
Matthew J. Eick, C. Guney Olgun, Akinrotimi I. Akinola, Theresa Wynn-Thompson, Saied Mostaghimi
Publikováno v:
Journal of Environmental Quality. 48:1741-1748
Publikováno v:
Geomechanics for Energy and the Environment. 18:69-78
Geothermal piles are subjected to daily and seasonal cyclic temperature changes during their life spans. These temperature changes (heat cycles) induce cyclic expansion/contraction along the soil–pile interface that may affect interface properties
Publikováno v:
Polish Journal of Environmental Studies. 28:901-911