Results 41 to 50 of about 2,186,796 (355)
Journal of Engineering, 2022 Generally, direct measurement of soil compression index (Cc) is expensive and time-consuming. To save time and effort, indirect methods to obtain Cc may be an inexpensive option.
Yaseen Ahmed Hamaamin +3 more
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Influence of particle size distribution on the blast pressure profile from explosives buried in saturated soils [PDF]
, 2017 The spatial and temporal distribution of pressure and impulse from explosives buried in saturated cohesive and cohesionless soils has been measured experimentally for the first time.
Clarke, S.D. +7 more
core +3 more sources
On the Possibility of Testing Miocene Clay from Cracow Area using Weight Sounding Test (WST)
Studia Geotechnica et Mechanica, 2014 Polish standards concerning field investigation with the use of a Weight Sounding Test (WST) probe give interpretation of results for non-cohesive soils only.
Olesiak Sebastian
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Filtration in cohesive soils: mathematical model
Computer Assisted Methods in Engineering and Science, 2023 The paper discusses the physical basis of the process of filtration of water in a case of very low velocities and presents the mathematical model of the process, based on a new constitutive formula, The existence and uniqueness of a weak solution to the
Robert Schaefer, Stanisław Sędziwy
doaj
The meaning of effective soil parameters for determining of the bearing capacity of cohesive soils
Budownictwo i Architektura, 2014 The paper presents the analysis of the bearing capacity of cohesive soils, which was calculated based on the PN-EN-1997-1 methodology. This computations take into account the effect of pore water pressure on the soil strength parameters.
Krzysztof Wilk
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Hydrated Lime Effects on Geotechnical Properties of Clayey Soil
Journal of Engineering, 2020 Cohesive soils present difficulties in construction projects because it usually contains expansive clay minerals. However, the engineering properties of cohesive soils can be stabilized by using various techniques.
Tavga Aram Abdalla +1 more
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Minerals, 2020 The shear modulus and normalized shear modulus degradation curve are the fundamental parameters describing soil behavior. Thus, this article is focused on the stiffness characteristic of 15 different Warsaw cohesive soli represented by the parameters ...
E. Soból +5 more
semanticscholar +1 more source
Filtration in cohesive soils: numerical approach
Computer Assisted Methods in Engineering and Science, 2023 Paper presents a numerical method for solving the initial boundary-value problem for a certain quasilinear parabolic equation describing the low velocity filtration problem. The convergence of the method is proved.
Robert Schaefer, Stanislaw Sędziwy
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GeAl2‐2xFe2xO3(OH)4 Nanotubes: New Electrocatalyst for Oxygen Evolution Reaction
Advanced Functional Materials, EarlyView.Fe‐doped imogolite nanotubes are synthesized via a one‐step hydrothermal method with varying Fe substitution ratios x. Structural and spectroscopic analyses confirm homogeneous Fe incorporation while preserving tubular shape. Optimal doping at x = 0.05 enhances optical absorption, narrows band gap, reduces charge transfer resistance, and significantly ...
Yassine Naciri +12 more
wiley +1 more source
Fraction of Pore Pressure and Calculation of Earth Pressure for Saturated Cohesive Soils
Advances in Civil EngineeringEarth pressure for saturated cohesive soils is closely related to the effective stress expression. For cohesionless soils, previous research indicated that the fraction of pore pressure (factor η) in the effective stress expression is below unity at high
Xuening Rong +5 more
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