Through the model test in soil slot, the process of deformation and destruction of soft pipeline caused by subsoil settlement is simulated and observed in lab. Based on the experimental data, the curve as the internal force of pipeline is first drawn out and discussed, in turn the characteristic of stress distribution and destruction rule of pipeline are analyzed and summarized, which may be referred for designer to take appropriate measures. The experimental results show that the internal force and deflection of the pipeline increase with the depth and width of the hole below the pipeline. When the hole depth (h)/ pipeline diameter (D) =2.5, internal force and deflection changes only associate with the width of the hole (b). And when b/D =6, the pipeline can not work normally and even be destroyed. The experimental conclusion can provide the basis for the security of underground pipeline.


    Access

    Access via TIB

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    The Experiment of Deformation and Internal Force of Soft Pipeline Caused by Subsoil Settlement


    Contributors:


    Publication date :

    2013


    Size :

    6 Seiten




    Type of media :

    Conference paper


    Type of material :

    Print


    Language :

    English




    Roads on soft subsoil

    Van Wisselingh, T.H. | Engineering Index Backfile | 1938


    Subsoil Force Profile due to Human Locomotion

    Liu, J. / Kushwaha, R.L. / International Society of Terrain Vehicle Systems | British Library Conference Proceedings | 2006



    Deformation Mechanism and Settlement Forecast of Soft Clay Embankment in Coastal Region

    Zhao, Minghua / Liu, Jianhua / Liu, Yu et al. | ASCE | 2006


    Radar Cuts Subsoil Survey Costs

    Johnson, R. / Glaccum, R. | NTRS | 1984