Results 21 to 30 of about 2,974 (265)
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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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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Permeability coefficient tests in non-cohesive soils
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, 2020 The paper aims to comparison the permeability coefficient in non-cohesive soils by the method of test pumping and based on tests in a consolidometer. The tests were carried out on 18 types of non-cohesive soils with different fraction. Pumping tests were
Grzegorz Wrzesiński
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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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Study on the microstructure of granite residual soils
Zhongguo dizhi zaihai yu fangzhi xuebaoGranite residual soils pervade the hilly and mountainous regions of southeast China, where they are susceptible to destabilization and landslides, particularly under rainfall influences.
Jingru ZHUANG +4 more
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Effect of Ureolytic Bacteria on Compressibility of the Soils with Variable Gradation
Architecture, Civil Engineering, Environment, 2023 The aim of this study is to present the effect of treatment with ureolytic bacteria (Sporosarcina pasteurii) on the compressibility parameters of mineral and anthropogenic soils.
Wasil Mariola +2 more
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Tikrit Journal of Engineering Sciences, 2011 Finite element method is used to investigate the ultimate bearing capacity of rectangular footing resting on cohesive soil near slope. The effect of footing aspect ratio (L/B), distance ratio (b/B), and slope angle (β) on the bearing capacity are ...
Jawdat K. Abbas, Ayad S. Sabbar
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Study on the Strength and Yield Behaviors of Modified Silty Clay
Geofluids, 2022 To study the strength and yield behaviors of the modified soil, a series of triaxial compression tests were carried out for modified silty clay with different contents of red Pisha sandstone and carbide slag, respectively.
Yuhang Liu, Ruiqiang Bai, Dongqing Li
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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
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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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