Results 21 to 30 of about 2,186,796 (355)
Revista Brasileira de Ciência do Solo, 2005 Em muitas partes do mundo, estuda-se o comportamento natural de um conjunto de solos que se torna duro, muito duro ou extremamente duro, quando seco, e friável, quando úmido.
Herdjania Veras de Lima +3 more
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Peculiarities of the underflooding process in cohesive soils [PDF]
E3S Web of Conferences, 2023 The article deals with the peculiarities of underflooding of basements of buildings erected in cohesive soils. Conducted research has shown that a feature of these soils is the possibility of formation in them sporadically developed aquifer with a very ...
Gryaznova Elena
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Effect of moisture on mechanical behavior of granular material in initial laboratory and mechanical tests [PDF]
, 2018 In this article authors present results of initial laboratory tests and further numerical analyses using finite element method (FEM) and back - calculation method.
Grygierek, Marcin +1 more
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Structural quality of polyacrylamide-treated cohesive soils in the coastal tablelands of Pernambuco
Revista Brasileira de Ciência do Solo, 2014 Water-soluble polymers are characterized as effective flocculating agents due to their molecular features. Their application to soils with horizons with structural problems, e.g, a cohesive character, contributes to improvements in the physical quality ...
Diego Vandeval Maranhão de Melo +4 more
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Effect of Cohesive and Non-Cohesive Soils on Equilibrium Scour Depth
Tikrit Journal of Engineering Sciences, 2007 In this research ,the effect of cohesive soils ( clay ) and non –cohesive soils sand on equilibrium scour depth was studied .Experiments were carried out on two types of clay and two types of sand as a bed material using an obstruction ( pier ) to create
Saleh Issa Khassaf
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Overconsolidation Ratio Determination of Cohesive Soil [PDF]
Proceedings of 13th Baltic Sea Geotechnical Conference, 2016 In order to evaluate overconsolidation ratio (OCR) of soil, the necessity to restore them as much as possible to in situ conditions appears, because sometimes when it is not taken into account, mistakes could be made while interpreting mechanical – strength properties of the soil.
Urbaitis, Donatas +2 more
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The Baltic Journal of Road and Bridge Engineering, 2010 The paper analyses problems of correlation between the results of dynamic probing (DPSH – Super heavy dynamic probing) and cone penetration test. According to investigations of geological cross-sections of cohesive soils of the territory of Lithuania ...
Gintaras Žaržojus, Kastytis Dundulis
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Journal of Marine Science and Engineering, 2020 Nowadays many countries plan to increase the percentages of renewable energies by developing offshore wind power. Due to the large sizes of offshore foundations, such as spudcan footings of jack-up barges or pile anchors of wind turbines, the affected ...
Chao-Ming Chi, Zheng-Shan Lin
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Dilatancy relation for overconsolidated clay [PDF]
, 2017 A distinct feature of overconsolidated (OC) clays is that their dilatancy behavior is dependent on the degree of overconsolidation. Typically, a heavily OC clay shows volume expansion, whereas a lightly OC clay exhibits volume contraction when subjected ...
Gao, Zhiwei, Yin, Zhen-Yu, Zhao, Jidong
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Applied Sciences, 2020 Binary soil mixture, containing large silica particles (sand) mixed with variable content of very fine silt or clay, is an example of a functionally graded material that is important for several science and engineering applications.
Ammar El-Husseiny
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