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    Classification and State-Parameter Assessment of Granular Soils Using the Seismic Cone 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Fernando Schnaid; Helena Paula Nierwinski; Edgar Odebrecht
    Publisher: ASCE
    Abstract: This paper presents a methodology developed for soil classification and state parameter (ψ) evaluation for granular soils based on seismic cone penetration measurements. The method uses a two-stage soil classification ...
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    Stress-Based CPTu Cyclic Liquefaction Triggering Procedures: Improvements from a State Parameter Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025009-1
    Author(s): Vicente San Martín; Gonzalo Montalva; Fernando Schnaid
    Publisher: American Society of Civil Engineers
    Abstract: The study of the liquefaction phenomenon and its consequences has been of permanent research interest in geotechnical earthquake engineering due to the wide recognition of its significant damage potential. However, despite ...
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    Discussion: Loading Tests on Circular and Ring Plates in Very Dense Cemented Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author(s): Nilo C. Consoli; Fernando Schnaid
    Publisher: American Society of Civil Engineers
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    Discussion of “Cone Penetration in Very Weakly Cemented Sand” by Fernando Schnaid and Nilo C. Consoli 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author(s): Fernando Schnaid; Nilo C. Consoli
    Publisher: American Society of Civil Engineers
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    Discussion of “Use of SPT Blow Counts to Estimate Shear Strength Properties of Soils: Energy Balance Approach” by H. Hettiarachchi and T. Brown 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Fernando Schnaid; Edgar Odebrecht; Bianca O. Lobo
    Publisher: American Society of Civil Engineers
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    Theoretical Analysis and Finite-Element Simulation for Nonlinear Poroelastic Behavior of Cylinder Expansion in Infinite Media under Transient Pore-Fluid Flow Conditions 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 007
    Author(s): Gracieli Dienstmann; Samir Maghous; Fernando Schnaid
    Publisher: American Society of Civil Engineers
    Abstract: The response of infinite cylinder expanding in a poroelastic medium is investigated analytically in this paper on the basis of Biot's consolidation theory. The approach is based on the local equivalence between the response ...
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    Interpretation of Plate Load Tests on Residual Soil Site 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Nilo C. Consoli; Fernando Schnaid; Jarbas Milititsky
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses problems of interpreting the results of loading tests in a residual homogeneous, cohesive-frictional soil. Data are presented comparing load-settlement behavior measured from tests carried out using ...
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    Discussion of “SPT Hammer Energy Ratio versus Drop Height” by T. Leslie Youd, Hannah W. Bartholomew, and Jamison H. Steidl 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Fernando Schnaid; Edgar Odebrecht; Bianca O. Lobo; Marcelo M. Rocha
    Publisher: American Society of Civil Engineers
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    Characterization of Cemented Sand in Triaxial Compression 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): Fernando Schnaid; Pedro D. M. Prietto; Nilo C. Consoli
    Publisher: American Society of Civil Engineers
    Abstract: This work aims at studying the stress-strain-strength behavior of an artificially cemented sandy soil produced through the addition of portland cement. An analysis of the mechanical behavior of the soil is performed from ...
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    Simplified Model for Interpretation of Undrained Shear-Strength from Field-Vane Tests in Transient Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Mateus Forcelini; Samir Maghous; Fernando Schnaid; Felipe Schaedler de Almeida
    Publisher: ASCE
    Abstract: Interpretation of field vane tests in transient soils requires assessing partial drainage effects within the soil surrounding the vane. This subject is investigated in this paper using a nonlinear poroelastic model to ...
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