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    Discussion of “Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand” by Yang Xiao, Xiang He, T. Matthew Evans, Armin W. Stuedlein, and Hanlong Liu 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 010:;page 07020016-1
    Author(s): Lucas Festugato; Marina Bellaver Corte; Sérgio Filipe Veloso Marques
    Publisher: ASCE
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    Mechanical Response of a Sand, Reclaimed-Asphalt Pavement, and Portland Cement Mixture 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009:;page 04022213
    Author(s): Andressa da Silva; Lucas Festugato; João Victor Linch Daronco; Estéfano da Silva Menger
    Publisher: ASCE
    Abstract: This research was developed for the evaluation of the mechanical response of a mixture of soil and reclaimed-asphalt pavement (RAP) stabilized with cement. Mixtures were made containing 70% Osorio sand and 30% reclaimed-asphalt ...
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    Parameters Controlling Tensile and Compressive Strength of Fiber-Reinforced Cemented Soil 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 010
    Author(s): Nilo Cesar Consoli; Rafael Rizzati de Moraes; Lucas Festugato
    Publisher: American Society of Civil Engineers
    Abstract: Enhancement of local soils with fibers and cement for the construction of stabilized pavement bases, canal lining, and support layers for shallow foundations shows great economical and environmental advantages, avoiding ...
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    Studies on the Dosage of Fiber-Reinforced Cemented Soils 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 012
    Author(s): Nilo Cesar Consoli; Franco Zortéa; Maurício de Souza; Lucas Festugato
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on the development of a dosage methodology based of compressive strength for artificially cemented fiber-reinforced soils. The controlling parameters evaluated were the fiber content (
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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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    Multiaxial Behavior of Compacted Artificially Lightly Cemented Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 012:;page 04023118-1
    Author(s): Lucas Festugato; Erdin Ibraim; Marina Bellaver Corte; Andrea Diambra
    Publisher: ASCE
    Abstract: The multiaxial behavior of an artificially lightly cemented sand was investigated using the cubical cell apparatus (CCA). Two different cement–sand blends were prepared by compaction at different densities and cement ...
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    Mechanical Behavior of a Granular Soil Stabilized with Alkali-Activated Waste 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001:;page 04023485-1
    Author(s): Bruna Martins Lima; Giovani Jordi Bruschi; Lucas Festugato; Nilo Cesar Consoli
    Publisher: ASCE
    Abstract: The lack of bearing capacity of geotechnical materials is a recurrent problem that can be solved through chemical admixtures and densification methods. However, traditional materials/techniques are normally associated with ...
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    Spread Footings on Green Stabilized Sand Layers over Weakly Bonded Residual Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Nilo Cesar Consoli; Eclesielter Batista Moreira; Lucas Festugato; Luizmar da Silva Lopes; Mariana da Silva Carretta; Andrey Oro Ceolin
    Publisher: ASCE
    Abstract: This technical note addresses the possibility of replacing portland cement, the production of which is harmful to the environment, with a new, sustainable residue mixture. This new mixture, composed of ground glass powder ...
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    Sand-Fly Ash-Lime Blends: Mechanical Behavior under Multiaxial Stress Condition 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 005:;page 04022059
    Author(s): Carina Silvani; Erdin Ibraim; Hugo Carlos Scheuermann Filho; Lucas Festugato; Andrea Diambra; Nilo Cesar Consoli
    Publisher: ASCE
    Abstract: The employment of industrial by-products with pozzolanic properties (e.g., fly ash) is a viable technique for soil stabilization purposes when a more advantageous environmental performance is sought. For routine ...
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    Mechanical Response of Lightly Cemented Sands under Different Orientations of the Principal Stress Axes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025016-1
    Author(s): Marina Bellaver Corte; Erdin Ibraim; Lucas Festugato; Andrea Diambra; Nilo Cesar Consoli
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental program aiming to explore the mechanical response of lightly cemented sands under different orientations of the principal stress axes using the hollow cylinder torsional ...
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