The deformation is the dominant factor of the quality of the road constructed on the soft soil foundation. Tianjin DongJiang port is located on the hydraulic filled soil foundation which is improved by using vacuum preloading method. Roads in this area often suffer wave type asymmetry settlement, which serious affects the usage of the road and causes damage to both vehicles and human being. It is found that the initial wave asymmetry deformation of the road on very soft soil foundation usually exists and will be developing continuously under the traffic load. The mechanism of the wavy failure of the road is discussed by establishing a mechanical model. The method of using geogrids to reduce the asymmetry deformation is proposed, the reinforce effect is analyzed using finite element method.


    Access

    Check access

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Study of “Wave Type” Uneven Settlement and Reinforcing Method of Soft Clay Foundation



    Published in:

    Advanced Materials Research ; 243-249 ; 2990-2996


    Publication date :

    2011-05-17


    Size :

    7 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English




    Study on the effect of reinforcing method of inclined jet grouting pile to control the uneven settlement of soft soil subgrade

    Xu, Jian q. / Yan, Zhao b. / Wang, Yan t. et al. | British Library Conference Proceedings | 2021



    Combined type light ultra-soft foundation reinforcing platform and method

    GONG JIPING / JIA TAO / HU XIAOBO et al. | European Patent Office | 2021

    Free access

    Research on Prediction Method of Soft Soil Foundation Settlement

    Dong, X.M. | British Library Conference Proceedings | 2011


    Settlement Analysis of Dock Slab on Soft Soil Foundation

    Wang, Hong ;Wang, Lan Huan ;Liu, Lei | Trans Tech Publications | 2012