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Modelagem física de plataformas de transferência de carga reforçadas com geossintéticos utilizando um sistema estratificado de solos transparentes
(Universidade Federal de São Carlos, 2023-05-29)
Trapdoor tests have been commonly used in laboratory environments to simulate the behavior of piled embankments. Although this set can be simply represented by a system of trapdoors, the complexity imposed by the interaction ...
Shear bond and shear fatigue of geosynthetic interlayered asphalt overlays
(Universidade Federal de São Carlos, 2024-03-01)
Innovative applications of paving geosynthetics have emerged to reduce reflective crack propagation and moisture infiltration in pavement structures, leading to the development of various products such as paving grids, ...
Estimativa da resistência e da rigidez à compressão paralela às fibras pela dureza e pela densidade aparente de espécies de madeira provenientes de florestas nativas
(Universidade Federal de São Carlos, 2022-02-16)
When using wood in structures, it is necessary to know its properties to make a safe and economical structural dimensioning, using the document of ABNT NBR 7190 (1997). However, carrying out the complete characterization ...
Estudo da relação entre sucção, dilatância e resistência ao arrancamento de interfaces areia-geossintético
(Universidade Federal de São Carlos, 2018-03-01)
The interface behavior between soil and geosynthetics plays a key role in reinforced soil structures. The soil-geosynthetic interface resistance, usually obtained by pullout or direct shear tests, is an essential parameter ...
Procedimento para análise de fundação de radier considerando grelha e apoios elásticos
(Universidade Federal de São Carlos, 2019-03-26)
The calculation of flexible or rigid mat foundation is difficult to perform because it is a matter of analyzing a plate resting on the ground, subjected to the external actions and the reactions of the soil. Following a ...
Deformações ao longo do tempo de geossintéticos aplicados a uma estrutura de solo reforçado
(Universidade Federal de São Carlos, 2018-09-03)
In service, excessive deformations can lead a geossynthetic soil reinforced structure to failure or undermine it under operational condition. In the design, usually, because of the uncertainly of the long-term efforts, ...
Tração mobilizada de reforços geossintéticos sob condições operacionais e efeito de umedecimento
(Universidade Federal de São Carlos, 2019-03-15)
The use of low permeability fine local soils instead of granular materials has been common in several countries due to the significant reduction of the costs associated with the transport of granular materials extracted ...
Modelagem física de colunas granulares compactadas de RCC parcialmente reforçadas com geossintéticos
(Universidade Federal de São Carlos, 2019-03-14)
Granular Columns has been intensively used as soil improvement for spread footings, embankments and other applications. The filling material of columns is generally crushed stone or sand. However, replacing these natural ...
Avaliação da influência de fibras de polipropileno na resistência efetiva de um solo argiloso
(Universidade Federal de São Carlos, 2019-06-28)
The use of soil-fiber has been recognized as a viable technique of soil improvement in numerous geotechnical applications. However, existing research has not yet established the fundamental mechanisms controlling the ...
Parâmetros de resistência de RSU: abordagem probabilística para análises de estabilidade de taludes de aterros de resíduos
(Universidade Federal de São Carlos, 2020-02-27)
For landfill designs, the practice of adopting Municipal Solid Waste (MSW) shear strength parameters is often realized based on the values available in the literature, due to the difficulties associated with sampling and ...