Logo

Spinning Induced Compression Strength of Precast Hollow Concrete Piles

Budi, Gogot Setyo and Winata, Stefanus Kurniawan and Suseno, Prasetyo Kurniawan (2017) Spinning Induced Compression Strength of Precast Hollow Concrete Piles. Civil Engineering Dimension, 19 (2). pp. 99-104. ISSN ISSN 1410-9530 print / ISSN 1979-570X online

[img] PDF
Download (380Kb)

    Abstract

    Prefabricated precast-hollow concrete pile is widely used as deep foundations due to its several benefits such as the uniformity in concrete quality and its durability. It is also called spun pile since the spinning method is utilized to compact the fresh concrete. During spinning, the fresh concrete is propelled outward due to centrifugal force, which generates a compaction process and develops a hollow in the center of the pile. Several factors, such as the rate of spinning, frequency, and duration of spinning, are affecting the quality of the pile. This paper presents the study of density and compressive strength of spun piles. The specimens were cored from the spun piles with diameter of 800 mm. The results show that the density and the compressive strength of the concrete at outer region of the spun pile are bigger than those at the inner side

    Item Type: Article
    Uncontrolled Keywords: Compressive strength; spun pile; spinning; centrifugal
    Subjects: T Technology > TA Engineering (General). Civil engineering (General)
    Divisions: Faculty of Civil Engineering and Planning > Civil Engineering Department
    Depositing User: Admin
    Date Deposited: 30 Nov 2017 23:10
    Last Modified: 05 Jan 2018 00:15
    URI: http://repository.petra.ac.id/id/eprint/17696

    Actions (login required)

    View Item