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Jenny García Tristá, Gilberto Quevedo Sotolongo, Willian Cobelo Cristía, Carlos García Fernández
Pág. 22 - 31
The task of characterizing an unsaturated soil is a very hard one, unlike the classics hypothesis like 100% of saturation are not considerable now. This work focuses on obtaining and simulating the soil-water characteristic curve for unsaturated soils fr...
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Gilberto Julio Quevedo Sotolongo
Pág. Page 189 - 199
This article has the objective to show a study of different existing theories that consider the friction contribution of embedded piles in rock. It initially summarizes the adopted criteria for such theories and the coefficient ranges considered for the ...
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Ana Virginia González Cueto Vila, Gilberto Quevedo Sotolongo
Pág. Page 81 - 88
This paper deal with the design of shallow foundations on sands by using the Limit State Method. The Safety Theory is applied in order to obtain the safety coefficients needed for the design on friction soils. The Checkup of the Pressure Linear Limit is ...
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Leticia Garcia Pérez, Gilberto J. Quevedo Sotolongo
No disponible
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