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Author: C
Classification matrices are scrutinized for inconsistencies, errors and deficiencies in meaning. Proper definition, measurement and ranking of risks are demonstrated as compelling arguments whenever risk and reliability analyses of geotechnical structures, such as dams, are required....
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This study aims to experimentally analyze the effect of fiber length and fiber content on shear strength and deformation properties of fiber reinforced soil by consolidated-undrained triaxial shear tests. The best mechanical properties are presented by the samples with 1.0 % fiber content and 3.09 cm fiber length. The stress-strain relationship of fiber...

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The plastic deformation of sandy soils is poorly understood from a microscopic point of view. The criteria to predict the mode of rupture of shallow foundations are mostly based on phenomenological arguments and may fail to explain the results obtained experimentally in model foundations. This work validates a model to determine the mode of rupture of sandy soil...
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This paper aims to explore the potential use of artificial neural networks (ANNs) to predict the compression index (CC) of soft soils from the Brazilian coast. Results from 225 standard consolidation (oedometer) tests and the corresponding soil index properties (i.e., initial void ratio, natural water content and Atterberg limits) of a wide variety of fine-grain...
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