The purpose of this paper is to provide a chronology of the development of the Service Limit State design process for geotechnical elements that are designed using the reliability-based Load and Resistance Factor Design (LRFD) approach in the Bridge Design Specifications of AASHTO. This chronology will help future researchers to better understand the basis of decisions made by AASHTO, with input from the FHWA, and thus will serve as an important benchmark for future work.


    Zugriff

    Download

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

    Chronology of Service Limit State Development for Geotechnical Elements Designed Using AASHTO Load and Resistance Factor Design


    Weitere Titelangaben:

    Transportation Research Record


    Beteiligte:


    Erscheinungsdatum :

    2022-06-06




    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




    Why the AASHTO Load and Resistance Factor Design Specifications?

    Myint Lwin, M. | Transportation Research Record | 1999


    Development of Live Load Model for Strength II Limit State in AASHTO LRFD Design Specifications

    Lou, Peng / Nassif, Hani / Truban, Paul | Transportation Research Record | 2018


    Design of Hammerhead Bent Cap to AASHTO Load and Resistance Factor Design Specifications

    Brown, Michael D. / Bayrak, Oguzhan | Transportation Research Record | 2006


    Design of Hammerhead Bent Cap to AASHTO Load and Resistance Factor Design Specifications

    Brown, Michael / Bayrak, Oguzhan | Transportation Research Record | 2006