CORRELATION OF THE TEXAS HIGHWAY DEPARTMENT CONE PENETROMETER TEST WITH THE DRAINED SHEAR STRENGTH OF COHESIONLESS SOILS
Improved correlations have been developed between the Texas Highway Department (THD) Cone Penetrometer Test N-value and the drained shear strength of cohesionless soils. Cone penetrometer test data and undisturbed sand samples were obtained at five different test sites. To develop the correlations new techniques in sampling and testing of cohesionless soils were implemented. From the results of field and laboratory investigations reasonably good correlations were developed for both drained shear strength, s, and effective overburden pressure, p', with the THD Cone Penetrometer Test N-value.
- Prepared in cooperation with Federal Highway Administration, Washington, D.C., and Texas Highway Dept., Austin. See also PB-242731.
Arlington, TX United States 76011
Washington, DC United States 20590
Texas State Department of Highways & Public TranspP.O. Box 5051
Austin, TX United States 78763
- Cozart, G D
- Coyle, H M
- Bartoskewitz, R E
- Publication Date: 1975-8
- Pagination: 84 p.
- TRT Terms: Cohesive soils; Cone penetrometers; Correlation analysis; Field tests; Granular soils; Highway bridges; Instruments for measuring loads or pressure; Internal friction; Measurement; Pendulum tests; Penetrometers; Pile foundations; Pressure; Rheological properties; Samplers; Sand; Shear strength; Soil tests; Undisturbed samples
- Geographic Terms: Texas
- Old TRIS Terms: Pressure measurement
- Subject Areas: Data and Information Technology; Geotechnology; Highways;
- Accession Number: 00094431
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: TTI-2-5-74-10-2 Intrm Rpt.
- Files: TRIS, USDOT, STATEDOT
- Created Date: Apr 21 1977 12:00AM