In this work, the problem of consolidation of two layers is discussed and analytical solutions for the specific case of Luscher’s problems are developed. Literature suggests that they are the first analytical solutions for problems that cannot be solved by the Gray-Barber closed form solutions for calculation of equivalent thickness. Luscher&a...
View ArticleThis work analyses the influence of footing size and soil matric suction on the behavior of shallow foundations on unsaturated sandy soil, in terms of bearing capacity and settlements. Fourteen plate load tests were performed at the Experimental Site of USP/São Carlos. Rigid metal plates were used, with diameters varying between 0.20 m and 0....
View ArticleThe Shallow Stability Model (SHALSTAB) identifies shallow landslide susceptible areas, combining a steady state runoff model that estimates the topographically induced spatial variation in pore pressures with an infinite slope model for shallow landslides. Although the landslides present a strong topographic control, the variability of the soil properti...
View ArticleThe loads on columns related to foundation settlements of a building localized in the city of Rio de Janeiro have been analysed. Settlements and strains in some columns have been measured from the beginning of construction. The structural behaviour was simulated with the finite element method with a model for each building stage related to the measureme...
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