TRB Pubsindex
Text Size:

Title:

DYNAMIC ANALYSIS USING THE PORTABLE PAVEMENT DYNAMIC CONE PENETROMETER

Accession Number:

00489534

Record Type:

Component

Availability:

Find a library where document is available


Order URL: http://worldcat.org/isbn/0309047706

Abstract:

The Pavement Dynamic Cone Penetrometer (PDCP) considered in this study is similar to the one used in South Africa. In this study, the PDCP was used in conjunction with an accelerometer mounted at the extreme top of the device. Acceleration, velocity, and displacement histories were obtained. The force history was obtained by matching the measured acceleration peaks with that calculated using a numerical model of PDCP. The Fast Fourier Transform (FFT) technique was used to transform the information recorded in real time to the frequency domain. Spectral analyses were performed, and soil-damping characteristics were obtained for two pavement sections. The study shows that it is possible to determine the hysteretic and the viscous damping ratios in situ using the method of dynamic analysis described here.

Supplemental Notes:

This paper appears in Transportation Research Record No. 1192, Soil Engineering. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

Monograph Title:

Soil engineering

Monograph Accession #:

01413981

Authors:

Chua, Koon Meng
Lytton, Robert L.

Pagination:

p. 27-38

Publication Date:

1988

Serial:

Transportation Research Record

Issue Number: 1192
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

0309047706

Features:

Figures (15) ; References (14) ; Tables (1)

Uncontrolled Terms:

Old TRIS Terms:

Subject Areas:

Geotechnology; Highways; I42: Soil Mechanics

Files:

TRIS, TRB, ATRI

Created Date:

Nov 30 1989 12:00AM

More Articles from this Serial Issue: