CV Lattes
Universidade Estadual Paulista (UNESP). Campus de Bauru. Faculdade de Engenharia (FE) (Institutional affiliation from the last research proposal) Birthplace: Brazil
graduate at Engenharia Civil from Universidade Estadual Paulista Júlio de Mesquita Filho (2000), master's at Engenharia Civil [Ilha Solteira] from Universidade Estadual Paulista Júlio de Mesquita Filho (2003) and ph.d. at Civil Engineering from Universidade de São Paulo (2007). Has experience in Civil Engineering, focusing on Mechanical of Ground, acting on the following subjects: solos colapsíveis, colapso de solos, modelagem, ensaios de laboratório and ensaios de campo. (Source: Lattes Curriculum)
| News published in Agência FAPESP Newsletter about the researcher |
| TITULO |
| Articles published in other media outlets (0 total): |
| More itemsLess items |
| VEICULO: TITULO (DATA) |
| VEICULO: TITULO (DATA) |
The aim of this research is to study the geotechnical behavior of a tropical soil, considering the unsaturated soil mechanics. Laboratory techniques will be developed and applied to study the influence of suction, as well as investigate collapse mechanism and suction cycles in the stress-strains behavior the a unsaturated tropical soil from Sao Paulo State, Brazil. Analytical methods will…
The purpose of this work is to study the volume change and the collapsibility of a unsaturated sandy soil profile by conventional oedometer tests and suction controlled oedometer tests. In the studied region, thick layers of collapsible soil are found and many problems related to foundation settlements are very common. In this research oedometer tests with undisturbed samples taken from d…
The purpose of this project is to numerically simulate the groundwater table rise in a sandy collapsible unsaturated soil profile. It consists of an analysis of soil collapse case history that took place during and after the reservoir filling of the Três Irmãos dam in Pereira Barreto-SP town. The construction of this dam and subsequent filling of the reservoir significantly raised the gro…
Unsaturated soils can be found in deposits of great thickness where engineering buildings are constructed. The purpose in understanding the stress-strain/water flow soil behavior has stimulated the development of constitutive models and experiments. This project aims to simulate the geotechnical behavior of an unsaturated sandy soil by finite element method. The information needed will be…
(Only some records are available in English at this moment)
| 4 / 1 | Completed research grants |
| 12 / 9 | Completed scholarships in Brazil |
| 16 / 10 | All research grants and scholarships |
| Associated processes | |