Volume 16, Issue 3 (September 1993)

    Evaluation of the Drop Bar Test for Concrete and Rock Quality

    CODEN: GTJOAD

      Format Pages Price  
    PDF 15 $25   ADD TO CART


    Abstract

    The bearing capacity of rock foundations is being determined by the sound produced by impacting the foundations with a steel bar. This paper evaluates the sound and stress produced. Instrumenting the steel drop bar extends the capabilities of the test and makes the test less subjective. The steel bar produced a characteristic ringing sound when the specimen's unconfined compressive strength was greater than 5000 kPa or the compressional wave velocity was greater than 2400 m/s. The research suggests that the peak stress and sound frequency produced by dropping a steel bar can be used to evaluate in situ dynamic properties and, indirectly, in situ static properties of concrete and rock. A potential limitation of the noninstrumented bar is that the frequency of ringing (1770 to 10 070 Hz) is in the same frequency range that sensorineural hearing losses are known to occur with advancing age or noise exposure.


    Author Information:

    Charlie, WA
    Professor of civil engineering and geotechnical engineering program leader, Colorado State University, Fort Collins, CO

    Ross, CA
    Emeritus professor of aerospace engineering, Mechanics and Engineering Science, University of Florida, Graduate Engineering and Research Center, Eglin AFB, FL

    Skinner, MM
    Associate professor of civil engineering, Colorado State University, Fort Collins, CO

    Burleigh, JB
    Research associate of electrical engineering, Colorado State University, Fort Collins, CO


    Stock #: GTJ10056J

    ISSN: 0149-6115

    DOI: 10.1520/GTJ10056J

    ASTM International is a member of CrossRef.

    Author
    Title Evaluation of the Drop Bar Test for Concrete and Rock Quality
    Symposium , 0000-00-00
    Committee D18