Duderstadt, F. J., Coyle, H. M., & Bartoskewitz, R. E. (1977). Correlation of the Texas Cone Penetrometer Test N-Value with Soil Shear Strength (Report No. FHWA\TX77-10-3F). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/83597
Duderstadt, Franklin J., Harry M. Coyle, and Richard E. Bartoskewitz. Correlation of the Texas Cone Penetrometer Test N-Value with Soil Shear Strength. Report no. FHWA\TX77-10-3F. Texas Transportation Institute. Texas A&M University, 1977. https://rosap.ntl.bts.gov/view/dot/83597.
Duderstadt, Franklin J., et al. Correlation of the Texas Cone Penetrometer Test N-Value with Soil Shear Strength. Texas Transportation Institute. Texas A&M University, 1977, Report no. FHWA\TX77-10-3F, ROSA P. https://rosap.ntl.bts.gov/view/dot/83597.
Improved correlations have been developed between the Texas Cone Penetrometer Test N-value and the shear strength of both cohesive and cohesionless soils. Correlations were also developed and compared with existing correlations for several shear strength parameters and the Standard Penetration Test N-value. Both field and laboratory investigations were conducted to obtain the necessary data to develop the correlations. Penetrometer test data and undisturbed soil samples were obtained from five test sites for cohesive soils and six test sites for cohesionless soils. Reasonably good correlations were developed between the unconsolidated-undrained shear strength and the penetrometer test N-value for cohesive soils including homogeneous clays of high plasticity and silty or sandy clays of low plasticity. In addition, a reasonably good correlation was developed between the drained shear strength and the penetrometer test N-value for cohesionless soils including poorly graded sands and silty sands.
Correlations were established between the Texas Highway Department Cone Penetrometer Test and the unconsolidated-undrained shear strength for cohesive
...
Improved correlations have been developed between the Texas Highway Department (THD) Cone Penetrometer Test N-value and the drained shear strength of
...
Duderstadt, F. J., Coyle, H. M., & Bartoskewitz, R. E. (1977). Correlation of the Texas Cone Penetrometer Test N-Value with Soil Shear Strength (Report No. FHWA\TX77-10-3F). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/83597
Duderstadt, Franklin J., Harry M. Coyle, and Richard E. Bartoskewitz. Correlation of the Texas Cone Penetrometer Test N-Value with Soil Shear Strength. Report no. FHWA\TX77-10-3F. Texas Transportation Institute. Texas A&M University, 1977. https://rosap.ntl.bts.gov/view/dot/83597.
Duderstadt, Franklin J., et al. Correlation of the Texas Cone Penetrometer Test N-Value with Soil Shear Strength. Texas Transportation Institute. Texas A&M University, 1977, Report no. FHWA\TX77-10-3F, ROSA P. https://rosap.ntl.bts.gov/view/dot/83597.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.