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    Discussion of “Geotechnical Properties of Fly and Bottom Ash Mixtures for Use in Highway Embankments” by Bumjoo Kim, Monica Prezzi, and Rodrigo Salgado 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author(s): Nilo Cesar Consoli; Karla Salvagni Heineck; Francisco Dalla Rosa
    Publisher: American Society of Civil Engineers
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    Engineering Properties of Fibrous Paper Mill Sludge from Southern Brazil 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 009
    Author(s): Karla Salvagni Heineck; Nilo Cesar Consoli; Lidiane da Silva Ibeiro
    Publisher: American Society of Civil Engineers
    Abstract: The paper recycling process generates a sludge characterized by a high content of cellulose fiber. To understand the behavior of this fibrous material, this article presents an interpretation of the geotechnical behavior ...
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    Effect of Microreinforcement of Soils from Very Small to Large Shear Strains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): Karla Salvagni Heineck; Matthew Richard Coop; Nilo Cesar Consoli
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies of fiber soil reinforcement have shown significant improvement of the mechanical properties of soils, such as increased peak and postpeak strength, ductility, and tenacity. However, studies of such materials ...
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    Key Parameters for Strength Control of Artificially Cemented Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author(s): Nilo Cesar Consoli; Diego Foppa; Lucas Festugato; Karla Salvagni Heineck
    Publisher: American Society of Civil Engineers
    Abstract: Often, the use of traditional techniques in geotechnical engineering faces obstacles of economical and environmental nature. The addition of cement becomes an attractive technique when the project requires improvement of ...
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    High-Pressure Isotropic Compression Tests on Fiber-Reinforced Cemented Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Ana Paula Silva dos Santos; Nilo Cesar Consoli; Karla Salvagni Heineck; Matthew Richard Coop
    Publisher: American Society of Civil Engineers
    Abstract: High-pressure isotropic compression tests were carried out on reconstituted sand samples that were reinforced with cement, randomly distributed fibers, or both, making comparisons with the unreinforced sand and conducting ...
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    Fundamental Parameters for the Stiffness and Strength Control of Artificially Cemented Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author(s): Nilo Cesar Consoli; António Viana da Fonseca; Rodrigo Caberlon Cruz; Karla Salvagni Heineck
    Publisher: American Society of Civil Engineers
    Abstract: The treatment of soils with cement is an attractive technique when the project requires improvement of the local soil for the construction of subgrades for rail tracks, as a support layer for shallow foundations and to ...
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    Key Parameters for the Strength Control of Lime Stabilized Soils 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 005
    Author(s): Nilo Cesar Consoli; Luizmar da Silva Lopes Jr.; Karla Salvagni Heineck
    Publisher: American Society of Civil Engineers
    Abstract: The addition of lime is an attractive technique when the project requires improvement of the local soil. The treatment of soils with lime finds an application, for instance, in the construction of pavement base layers, in ...
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    Shear Strength Behavior of Fiber-Reinforced Sand Considering Triaxial Tests under Distinct Stress Paths 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Nilo Cesar Consoli; Karla Salvagni Heineck; Michele Dal Toé Casagrande; Matthew Richard Coop
    Publisher: American Society of Civil Engineers
    Abstract: The results of drained triaxial tests on fiber reinforced and nonreinforced sand (Osorio sand) specimens are presented in this work, considering effective stresses varying from 20 to
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    Behavior of Compacted Soil-Fly Ash-Carbide Lime Mixtures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Nilo Cesar Consoli; Pedro Domingos Marques Prietto; João Antônio Harb Carraro; Karla Salvagni Heineck
    Publisher: American Society of Civil Engineers
    Abstract: Unconfined compression tests, Brazilian tensile tests, and saturated drained triaxial compression tests with local strain measurement were carried out to evaluate the stress-strain behavior of a sandy soil improved through ...
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    Closure to “Behavior of Compacted Soil-Fly Ash-Carbide Lime Mixtures” by Nilo Cesar Consoli, Pedro Domingos Marques Prietto, João Anto⁁nio Harb Carraro, and Karla Salvagni Heineck 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): Nilo Cesar Consoli; Pedro Domingos Marques Prietto; João Anto⁁nio Harb Carraro; Karla Salvagni Heineck
    Publisher: American Society of Civil Engineers
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