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Ernesto Ausilio, Maria Giovanna Durante and Paolo Zimmaro
Geosynthetic-reinforced soil structures are often used to support shallow foundations of various infrastructure systems including bridges, railways, and highways. When such infrastructures are located in seismic areas, their performance is linked to the ...
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Maurizio Ziccarelli and Marco Rosone
The presence of minor details of the ground, including soil or rock masses, occurs more frequently than what is normally believed. Thin weak layers, shear bands, and slickensided surfaces can substantially affect the behaviour of foundations, as well as ...
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Lysandros Pantelidis and Elias Gravanis
In this paper an elastic settlement analysis method for rigid rectangular footings applicable to both clays and sands is proposed. The proposed method is based on the concept of equivalent shape, where any rectangular footing is suitably replaced by a fo...
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Mosleh Ali Al-Shamrani, Arif Ali Baig Moghal
Pág. Page 109 - 125
Simple closed-form solutions for the undrained bearing capacity of strip footings on anisotropic cohesive soils are derived employing kinematical approach of limit analysis. Both modified Hill-type and translational failure mechanisms, with variable wedg...
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