Abstract In this paper, a simplified but efficient passive earth pressure element for modeling a soil-foundation cap system is presented. The proposed element can be used effectively by practicing engineers to account for the passive-earth-pressure contribution to the nonlinear soil-structure interaction. This feature is useful in the implementation of the newly proposed Performance-Based Seismic Design and Assessment Methodology. The modified hyperbolic function provides an adequate means of representing the passive earth pressure-deformation behavior of surrounding soils. An experimental work on the pile cap is used to illustrate the model characteristics and verify the model accuracy.


    Zugriff

    Zugriff prüfen

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

    Simplified passive earth pressure element


    Beteiligte:
    Limkatanyu, Suchart (Autor:in) / Kwon, Minho (Autor:in) / Jung, Wooyoung (Autor:in)

    Erschienen in:

    Erscheinungsdatum :

    20.05.2014


    Format / Umfang :

    5 pages




    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




    Simplified passive earth pressure element

    Limkatanyu, Suchart / Kwon, Minho / Jung, Wooyoung | Online Contents | 2014


    Erratum to: Simplified passive earth pressure element

    Limkatanyu, Suchart / Kwon, Minho / Jung, Wooyoung | Online Contents | 2014


    Erratum to: Simplified passive earth pressure element

    Limkatanyu, Suchart / Kwon, Minho / Jung, Wooyoung | Springer Verlag | 2014

    Freier Zugriff


    Axisymmetric passive lateral earth pressure of retaining walls

    Keshavarz, Amin / Ebrahimi, Mohsen | Online Contents | 2017