Based on the twin shear unified strength theory, computational method of critical filling height in the construction of thick filling area is discussed and analyzed; The calculation formula of critical filling height for highway thick filling area considering influence of intermediate principal stress is given in the paper, and the computational results are compared against those based on the Mohr-Coulomb criterion and on the twin shear unified strength theory.


    Zugriff

    Zugriff prüfen

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

    Computational Methods of Critical Filling Height in Roadbed Based on Twin Shear Unified Strength Theory


    Beteiligte:
    Tong, Huai-feng (Autor:in) / Guo, Yuan-cheng (Autor:in)

    Kongress:

    First International Conference on Transportation Engineering ; 2007 ; Southwest Jiaotong University, Chengdu, China



    Erscheinungsdatum :

    2007-07-09




    Medientyp :

    Aufsatz (Konferenz)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




    Computational Methods of Critical Filling Height in Roadbed Based on Twin Shear Unified Strength Theory

    Tong, H.-f. / Guo, Y.-c. / China Communications and Transportation Association; Transportation & Development Institute (American Society of Civil Engineers) | British Library Conference Proceedings | 2007


    Roadbed filling construction device and construction method

    SUN MOUDI / CAO HONGQUAN / SONG JIANGNING et al. | Europäisches Patentamt | 2024

    Freier Zugriff

    Continuous Test for Construction Quality of Mixed Filling Roadbed

    Wang, C. / Xu, G. / Cai, H. et al. | British Library Conference Proceedings | 2009


    Slope Analysis of Joint Roadbed by Strength Reduction FEM

    Han, Ding / Huang, Xiao-Ming | ASCE | 2009


    Slope Analysis of Joint Roadbed by Strength Reduction FEM

    Han, D. / Huang, X.-m. / China Communications and Transportation Association; Transportation & Development Institute (American Society of Civil Engineers) | British Library Conference Proceedings | 2009