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    Closure to “Bearing Capacity of Piled Rafts on Soft Clay Soils” by Luca de Sanctis and Alessandro Mandolini 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Luca de Sanctis; Alessandro Mandolini
    Publisher: American Society of Civil Engineers
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    Analysis and Performance of Piled Rafts Designed Using Innovative Criteria 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Luca de Sanctis; Gianpiero Russo
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the main criteria adopted for the design and some aspects of the observed behavior of the piled foundations of a cluster of circular steel tanks are reported. They were designed to store sodium hydroxide, a ...
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    Discussion of “Contribution to Piled Raft Foundation Design” by Widjojo A. Prakoso and Fred H. Kulhawy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 008
    Author(s): Luca de Sanctis; Gianpiero Russo
    Publisher: American Society of Civil Engineers
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    Bearing Capacity of Piled Rafts on Soft Clay Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author(s): Luca de Sanctis; Alessandro Mandolini
    Publisher: American Society of Civil Engineers
    Abstract: The conventional design of a piled foundation is based on a bearing capacity approach, and neglects the contribution of the raft. As a consequence, piled foundations are usually designed by overconservative criteria. With ...
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    The Filtering Effect of Pile Foundations in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022077
    Author(s): Maria Iovino; Luca de Sanctis; Raffaele Di Laora; Thejesh K. Garala; Gopal S. P. Madabhushi
    Publisher: ASCE
    Abstract: This paper reports the results of a series of centrifuge experiments exploring the dynamic response of pile foundations. The model tested in a centrifuge at 50g consisted of an isolated pile and two pile groups embedded ...
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    Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Luca de Sanctis; Maria Iovino; Raffaele Di Laora; Stefano Aversa
    Publisher: ASCE
    Abstract: The paper examines the problem of the soil-structure interaction for buildings founded on piles throughout the comparative analysis between the seismic demand in compliant base and fixed base models. The aim of the work ...
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