search-head

You are here: Homepage >  Search

    Influence of Pile Cap Effect in Piled Embankment Supporting High-Speed Railway

    Influence of Pile Cap Effect in Piled Embankment Supporting High-Speed Railway


    Based on the field test, the development of pressure and settlement above pile cap and soil surface are obtained. Test results indicate that both relative settlement and pressure ratio vary with the filling before the height of embankment is less than 0.9 m, after which the relative settlement tends to be stationary while pressure ratio keeps rising till the end of filling and becomes steady quickly in standing period. Furthermore, the numerical simulation is adopted to analyse the influence of pile cap coverage ratio on settlement and pressure distribution in the single pile processing area. Results show that enlarging the diameter of pile cap can improve the settlement stability of soil between piles remarkably, while narrowing pile distance can reduce the settlement of soil effectively.

    Access

    Check access

    Check availability in my library

    Order at Subito €

    Export, share and cite

    Document information

    Title :

    Influence of Pile Cap Effect in Piled Embankment Supporting High-Speed Railway

    Additional title:

    Lect. Notes Electrical Eng.

    Contributors:
    Ni, Yi-Qing (editor) / Ye, Xiao-Wei (editor) / Chen, Hongyun (author) / Ma, Jianlin (author) / Qin, Xiaogang (author)
    Published in:

    Proceedings of the 1st International Workshop on High-Speed and Intercity Railways ; Chapter : 16 ; 155-164

    Lecture Notes in Electrical Engineering ; 148

    Publication date :

    2012-01-01

    Size :

    10 pages

    ISBN :

    978-3-642-27963-8 , 978-3-642-27962-1

    ISSN :

    1876-1119 , 1876-1100

    DOI :

    https://doi.org/10.1007/978-3-642-27963-8_16

    Type of media :

    Article/Chapter (Book)

    Type of material :

    Electronic Resource

    Language :

    English

    Keywords :

    Piled embankment supporting high-speed railway , pile cap effect , field test , axisymmetry FEM Engineering , Electrical Engineering , Engineering Design , Control and Systems Theory

    Similar titles

    Influence of Pile Cap Effect in Piled Embankment Supporting High-Speed Railway

    Chen, H. / Ma, J. / Qin, X. | British Library Conference Proceedings | 2012

    Centrifuge Model Tests on Settlement Controlling of Piled Embankment in High Speed Railway

    Wang, C. / Wang, B. / Wang, X. et al. | British Library Conference Proceedings | 2010

    Monitoring of an instrumented geosynthetic-reinforced piled embankment with a triangular pile configuration

    Nguyen, Van Duc / Luo, Qiang / Wang, Tengfei et al. | Taylor & Francis Verlag | 2023

    Geotextile reinforced piled embankment for highway bridges

    Chew, S.H. / Phoon, H.L. / Loke, K.H. et al. | Tema Archive | 2004

    Geotextile Reinforced Piled Embankment for Highway Bridges

    Chew, S. H. / Phoon, H. L. / Loke, K. H. et al. | British Library Conference Proceedings | 2004

    Access

    Check access

    Check availability in my library

    Order at Subito €

    Page navigation

    Document information

    Similar titles

    Export, share and cite