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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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    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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    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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