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    Discussion of “<i>P‐y</i> Analysis of Laterally Loaded Piles in Clay Using DMT” by M. A. Gabr, T. Lunne, and J. J. Powell 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author(s): Paola Monaco; Silvano Marchetti
    Publisher: American Society of Civil Engineers
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    Discussion of “Accounting for Soil Aging When Assessing Liquefaction Potential” by Evangelia Leon, Sarah L. Gassman, and Pradeep Talwani 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Paola Monaco; John H. Schmertmann
    Publisher: American Society of Civil Engineers
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    Discussion of “Consolidation and Permeability Properties of Singapore Marine Clay” by J. Chu, Myint Win Bo, M. F. Chang, and V. Choa 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): Silvano Marchetti; Paola Monaco; Gianfranco Totani
    Publisher: American Society of Civil Engineers
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    Improved Liquefaction Resistance with Rammed Aggregate Piers Resulting from Increased Earth Pressure Coefficient and Density 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024040-1
    Author(s): Sara Amoroso; Kyle M. Rollins; Luca Minarelli; Paola Monaco; Kord J. Wissmann
    Publisher: ASCE
    Abstract: During the last decades, liquefaction damages induced by earthquakes have underlined the importance of identifying effective soil improvement techniques for mitigation purposes. Vibratory methods, such as rammed aggregate ...
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    SDMT-Based Numerical Analyses of Deep Excavation in Soft Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): Alessandra Di Mariano; Sara Amoroso; Marcos Arroyo; Paola Monaco; Antonio Gens
    Publisher: American Society of Civil Engineers
    Abstract: The paper explores the application of conventional (DMT) and seismic (SDMT) dilatometer tests to an important case of deep excavation design. The work presents finite-element analyses simulating a deep excavation close to ...
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    Comparative Study of CPTU and SDMT in Liquefaction-Prone Silty Sands with Ground Improvement 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022038
    Author(s): Sara Amoroso; Maria F. García Martínez; Paola Monaco; Laura Tonni; Guido Gottardi; Kyle M. Rollins; Luca Minarelli; Diego Marchetti; Kord J. Wissmann
    Publisher: ASCE
    Abstract: Following the 2012 Emilia-Romagna seismic sequence, widespread liquefaction of silty sands was observed, providing the opportunity to enhance our knowledge of the influence of fines content on seismic hazard and mitigation ...
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