Estudo da Resistência ao Cisalhamento dos Solos Residuais Saprolíticos de Filito da Baixada Cuiabana.

Pires, Renan Rodrigues; Júnior, Ilço Ribeiro

doi:10.20906/cps/cb-09-0045

Cited by 2 publications

(2 citation statements)

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“…In order to assess the collapsible behavior of one lateritic soil located in Ilha Solteira (SP -Brazil), several studies have been conducted [3][4][5][6][7][8]. Oliveira and Lollo [3] performed a zone mapping for collapsible soil in urban areas of Ilha Solteira, identifying some problems caused by collapsible soil behavior.…”

Section: Introductionmentioning

confidence: 99%

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Improvement of Collapsible Soil Behavior of a Lateritic Soil Using Rice Husk Ash

Fagundes

Yacoub

Lima

et al. 2015

KEM

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Great areas of Brazil present lateritic soils, such as the northeast and the south. Some of these soils have, as main characteristic, instable structures that can present considerable volumetric deformation in the presence of water. This behavior, also named collapse, is responsible for several problems on the building construction such as cracks and fractures that can damage the safety of structures. The aim of this paper is to assess the possibility of improvement of collapsible behavior of a lateritic soil using rice husk ash (RHA). A previous characterization of soil and RHA was performed in order to assess the combined effect of soil/RHA. The results are so promising, showing a new alternative to reduce the collapsible behavior of soils using an environmental friendly technology.

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Section: Introductionmentioning

confidence: 99%

“…Oliveira and Lollo [3] performed a zone mapping for collapsible soil in urban areas of Ilha Solteira, identifying some problems caused by collapsible soil behavior. In 2004, Rodrigues Souza and Lollo [4] measured collapse settlement for different depth and load stress.…”

Section: Introductionmentioning

confidence: 99%

Improvement of Collapsible Soil Behavior of a Lateritic Soil Using Rice Husk Ash

Fagundes

Yacoub

Lima

et al. 2015

KEM

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Análise da durabilidade de gnaisse através de ensaio de desgaste

Filho¹,

Xavier

Maia

2013

Revista Vértices

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Este trabalho apresenta estudo realizado em um gnaisse de Santo Antonio de Pádua/RJ/BR e inclui a análise da durabilidade desta rocha, utilizando o ensaio slake durability. IntroduçãoA Engenharia Civil emprega diferentes tipos de materiais de construção que são selecionados através das características intrínsecas dos materiais e o fim desejado. Um dos principais processos de seleção do material é a sua durabilidade, que se constitui,

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Estudo da Resistência ao Cisalhamento dos Solos Residuais Saprolíticos de Filito da Baixada Cuiabana.

Cited by 2 publications

References 0 publications

Improvement of Collapsible Soil Behavior of a Lateritic Soil Using Rice Husk Ash

Improvement of Collapsible Soil Behavior of a Lateritic Soil Using Rice Husk Ash

Análise da durabilidade de gnaisse através de ensaio de desgaste

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