• Login
    View Item 
    •   DSpace Home
    • Lecturers And Researchers
    • Faculty of Civil Engineering and Planning
    • Department of Civil Engineering
    • Proceeding Civil Engineering Research Forum
    • 5th CE REFORM
    • View Item
    •   DSpace Home
    • Lecturers And Researchers
    • Faculty of Civil Engineering and Planning
    • Department of Civil Engineering
    • Proceeding Civil Engineering Research Forum
    • 5th CE REFORM
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Identifikasi Pengujian Pile Driving Analyzer Pier 51A Pada Proyek Pembangunan Tol Yogyakarta – Bawen

    Thumbnail
    View/Open
    04. FINAL 5th CE Reform (Prasetya dan Hadi).pdf (502.9Kb)
    Date
    2023-07-18
    Author
    Prasetya, Dony
    Hadi, Muhamad A
    Metadata
    Show full item record
    Abstract
    In general, the foundation is a part of the construction structure which has the function of distributing the load from the structure above it to the part of the soil below it evenly. For the project that I did this research using bored pile type foundation. The direct testing method in the field is called the Pile Driving Analyzer Test (PDA) testing method. In essence, the Pile Driving Analyzer (PDA) test is an important test if you want to ensure the quality and slope of the designed foundation. In carrying out the Pile Driving Analyzer test there are several procedures that must be considered. Therefore, it is very necessary to carry out this test in accordance with technical guidelines, project specifications, as well as good and proper implementation when carrying out tests on bored pile foundations through the Pile Driving Analyzer (PDA). There are several testing procedures on the Test Pile Driving Analyzer (PDA), such as the preparation process, the implementation process, and the monitoring process. The Pile Driving Analyzer (PDA) test was carried out when the foundation piles were 28 days old. This is done because it has a specific purpose, namely so that the soil reaches a recovery condition since the bored pile foundation was installed. The full compressive axial load on the PDA test foundation pile is determined to be at least 2 times more than the design load.
    URI
    http://hdl.handle.net/123456789/45530
    Collections
    • 5th CE REFORM [32]

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV
     

     

    Browse

    All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    LoginRegister

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV