The pavement and storage yard on port is located in depth soft soil foundation, the settlement is large, so that the approach of enhancing the bearing ability of the pavement and storage yard on port is advanced. Field Experiment of test section which satisfied with the field test methods was carried out. Resilient modulus was determined by the bearing plate method, the pavement base on port engineering reinforced with glass fiber geogrid was analyzed.The test result shows that the effect on the base on port engineering reinforced with glass fiber geogrid is satisfied, the ratio reaches 12% .In addition, the effect of the position reinforced with glass fiber geogrid is different, the better effect of reinforcement with glass fiber geogrid is the toper of the base on port. On this basis,the appoarch of the base on port reinforced with glass fiber geogrid is reference on design and contruction.


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    Titel :

    Field Experiment Study of the Semi-Rigid Base on Port Reinforced with Glass Fiber Geogrid



    Erschienen in:

    Advanced Materials Research ; 1004-1005 ; 1468-1473


    Erscheinungsdatum :

    2014-08-13


    Format / Umfang :

    6 pages




    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




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