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Elsevier

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Bearing capacity and failure mechanism of reinforced foundations based on rigid-plastic finite element formulation

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Response of laterally loaded group shafts for bridge foundations in cohesionless soils using a 3D FE soil-structure model

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Bridge Structures: Assessment, Vol. 4, Iss. 3-4, 2008-09 ,pp. : 111-119

Taylor & Francis Ltd

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Failure mechanisms and bearing capacities of reinforced foundations

By Yamamoto K.   Kusuda K.  

Geotextiles and Geomembranes, Vol. 19, Iss. 3, 2001-04 ,pp. : 127-162

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The effects of the thermal inertia of the walls upon flashover development

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