United States Department of Transportation (USDOT) TRIS Online small green bullet TRT small green bullet NTL Catalogs
NTL Integrated Search
National Transportation Library
Transportation Research Board
Transportation Research Board
Of the National Academies
New Search Browse Advanced Search Search History Marked Records TRT Help

TRIS Online Record

Printable View
Title DETERMINATION OF HORIZONTAL STRESS IN NORMALLY CONSOLIDATED SANDS BY USING THE DILATOMETER TEST: A CALIBRATION CHAMBER STUDY
Accession No 00605551
Authors Lawter, R S; Borden, R H
Journal Title Transportation Research Record information No. 1278
Corp. Authors
/ Publisher
Transportation Research Board information
Publication Date   19900000
Description p. 135-140; Figures(14); Photos(1); References(10); Tables(2)
Abstract The results of dilatometer tests (DMTs) performed in a calibration chamber on normally consolidated Cape Fear sand are presented and are interpreted with respect to both relative density and state parameter and are compared with those from calibration chamber tests on normally consolidated Hokksund and Ticino sands. The relationship between the amplification factor K sub D / K sub 0 and state parameter data for the Cape Fear sand tested and the combined data from the three sands discussed resulted in best-fit equations of the form K sub D / K sub 0 equals a times e supra m psi. In an effort to improve the ability of a single function to describe the amplification factor-state parameter relationship for the entire data base, normalization of the state parameter by the difference between the maximum and minimum void ratio and by the steady state void ratio at 10 kPa was investigated. However, neither of those normalizing factors produced a higher correlation coefficient for the best-fit relationship. The addition of the Cape Fear sand to the existing trend lines for the K sub 0 supra DMT / K sub 0 relative density relationship developed from data on Hokksund and Ticino sands suggests a limiting value of K sub 0 supra DMT / K sub 0 between 0.5 and 1.0 at low relative densities. At higher relative densities, a significant difference exists between the current data and that data obtained previously on the Hokksund and Ticino sands. Further study is needed to evaluate the potential influence of calibration chamber diameter on the measured results.
Supplemental
Information
This paper appears in Transportation Research Record No. 1278, Dynamic Testing of Aggregates and Soils and Lateral Stress Measurements 1990.
TRT Terms Calibration information; Dilatometers information; Equations information; Sand information; Specific gravity information; Stresses information; Test chambers information; Void ratios information
Other Terms Calibration chamber tests; Horizontal stresses; Relative density
Subject Areas H63 MECHANICS (EARTH MASS); I42 Soil Mechanics
ISBN 0-309-05055-3
Availability
Transportation Research Board Business Office information
Find a library where document is available
TRIS Files HRIS
Database TRIS Online
TRIS is a bibliographic database funded by sponsors of the Transportation Research Board (TRB), primarily the state departments of transportation and selected federal transportation agencies. TRIS Online is hosted by the National Transportation Library under a cooperative agreement between the Bureau of Transportation Statistics and TRB.
Privacy Policy | Accessibility
Plug-ins: PDF Reader | Flash Player | Excel Viewer | PowerPoint Viewer | Word Viewer | WinZip