Results 11 to 20 of about 2,974 (265)
SIMULATING THE BEHAVIOR OF SOFT COHESIVE SOILS USING THE GENERALIZED BOUNDING SURFACE MODEL
The Generalized Bounding Surface Model (GBSM) for saturated cohesive soils is a fully threedimensional, time and temperature-dependent model that accounts for both inherent and stress induced anisotropy. To better simulate the behavior of cohesive soils
Victor Kaliakin, Andres Nieto-Leal
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Dada a grande importância dos solos coesos derivados de sedimentos da Formação Barreiras e sua extensa área ocupada no Nordeste brasileiro, este trabalho teve como objetivo identificar e caracterizar a ocorrência de solos coesos nos tabuleiros costeiros ...
H. V. Lima +4 more
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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]
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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Estimation of Soil-Water Characteristic Curve for Cohesive Soils with Methylene Blue Value
This study described a new methylene blue test to measure the methylene blue value (MBV) for 15 cohesive soils and established the relationship between MBV and plasticity index (PI) and between MBV and percent passing No.
Junhui Zhang +4 more
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Structural quality of polyacrylamide-treated cohesive soils in the coastal tablelands of Pernambuco
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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Studies on soil cohesion (Part 1) theory of cohesion in ideal soil [PDF]
Abstract 1. Historical. Theory of an ideal soil due to capillary films was first studied by W. B. Haines (1925),1) and this was corrected and developed by R. A. Fisher (1926). 2)
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Effect of Cohesive and Non-Cohesive Soils on Equilibrium Scour Depth
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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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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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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