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    Stiffness Behavior of Soil Stabilized with Alkali-Activated Fly Ash from Small to Large Strains 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author(s): Sara Rios; Nuno Cristelo; António Viana da Fonseca; Cristiana Ferreira
    Publisher: American Society of Civil Engineers
    Abstract: Alkaline activation of fly ash creates a geopolymeric cement that can replace ordinary portland cement in several applications such as soil improvement, with the advantage of much lower carbon dioxide emissions and reusing ...
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    Structural Performance of Alkali-Activated Soil Ash versus Soil Cement 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    Author(s): Sara Rios; Nuno Cristelo; António Viana da Fonseca; Cristiana Ferreira
    Publisher: American Society of Civil Engineers
    Abstract: Alkaline activation of fly ash (FA) was used to improve the mechanical performance of a silty sand, considering this new material as a replacement for soil-cement applications, namely, bases and subbases, for transportation ...
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    Structural Performance of Alkali-Activated Soil Ash versus Soil Cement 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    Author(s): Sara Rios; Nuno Cristelo; António Viana da Fonseca; Cristiana Ferreira
    Publisher: American Society of Civil Engineers
    Abstract: Alkaline activation of fly ash (FA) was used to improve the mechanical performance of a silty sand, considering this new material as a replacement for soil-cement applications, namely, bases and subbases, for transportation ...
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    Macromechanism Approach for Vulnerability Assessment of Buildings on Shallow Foundations in Liquefied Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 003:;page 04023003-1
    Author(s): Antonio Viana da Fonseca; Maxim Millen; Julieth Quintero; Sinan Sargin; Sara Rios; Xavier Romão; Nuno Pereira; Fabrizio Panico; Sadik Oztoprak; M. Kubilay Kelesoglu
    Publisher: American Society of Civil Engineers
    Abstract: The damage caused by seismic shaking and liquefaction-induced permanent ground deformation has conventionally been assessed as two separate problems often by different engineers. However, the two problems are inherently ...
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    Voids/Cement Ratio Controlling Tensile Strength of Cement-Treated Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author(s): Nilo Cesar Consoli; António Viana da Fonseca; Rodrigo Caberlon Cruz; Sara Rios Silva
    Publisher: American Society of Civil Engineers
    Abstract: The improvement of locally available soils with cement can provide great advantages, including avoiding the need to borrow volumes of appropriate material and disposing of the local soil in deposits. This research aims to ...
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    Influence of Cement-Voids Ratio on Stress-Dilatancy Behavior of Artificially Cemented Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Nilo Cesar Consoli; Rodrigo Caberlon Cruz; António Viana da Fonseca; Matthew Richard Coop
    Publisher: American Society of Civil Engineers
    Abstract: The addition of cement is an interesting remediation technique when the project requires improvement of the local soil for the construction of pavement base layers, in slope protection of earth dams and canal linings, as ...
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    Experimental and Numerical Observations of the Frequency-Domain Method in Bender-Element Testing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Javier Camacho-Tauta; Hassan Ali; Giovanni Cascante; António Viana da Fonseca
    Publisher: American Society of Civil Engineers
    Abstract: In bender-element (BE) testing, shear-wave velocities are measured using two main methods: time-domain analysis of vibration data from pulse excitation and frequency-domain analysis of vibration from sine-sweep excitation. ...
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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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    Time–Frequency Filter for Computation of Surface Acceleration for Liquefiable Sites: Equivalent Linear Stockwell Analysis Method 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021070-1
    Author(s): Maxim D. L. Millen; Antonio Viana da Fonseca; Carlos M. Azeredo
    Publisher: ASCE
    Abstract: This paper presents a novel method for performing equivalent linear analysis that allows for a variation of the stiffness and equivalent viscous damping properties throughout the duration of shaking. The ability to change ...
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