NCHRP S368: Cone Penetration testing

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NCHRP Report on Cone Penetration testing

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This synthesis reviews the cone penetration testing (CPT) current practices of departments of transportation (DOTs) in the United States and Canada. Information is presented on cone penetrometer equipment options; field testing procedures; CPT data presentation and geostratigraphic profiling; CPT evaluation of soil engineering parameters and properties; CPT for deep foundations, pilings, shallow foundations, and embankments; and CPT use in ground modifications and difficult ground conditions. The report is designed to serve as a resource to states and provinces interested in taking advantage of CPT technology by identifying applications, design procedures, advantages, and limitations for successful implementation. Information was gathered by a literature review of domestic and international experience, a survey of DOTs in the United States and Canada, and interviews with practitioners.

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Cone penetration testing

Cone Penetration testing
Paul W. Mayne
Hardcover: 117 pages
Publisher: Transportation Research Board National Resear (January 2007)
Language: English
ISBN-10: 0309097843
ISBN-13: 978-0309097840

This synthesis reviews the cone penetration testing (CPT) current practices of departments of transportation (DOTs) in the United States and Canada. Information is presented on cone penetrometer equipment options; field testing procedures; CPT data presentation and geostratigraphic profiling; CPT evaluation of soil engineering parameters and properties; CPT for deep foundations, pilings, shallow foundations, and embankments; and CPT use in ground modifications and difficult ground conditions. The report is designed to serve as a resource to states and provinces interested in taking advantage of CPT technology by identifying applications, design procedures, advantages, and limitations for successful implementation.
Information was gathered by a literature review of domestic and international experience, a survey of DOTs in the United States and Canada, and interviews with practitioners. Paul W. Mayne, Professor, Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, collected and synthesized the information and wrote the report. The members of the topic panel are acknowledged on the preceding page. This synthesis is an immediately useful document that records the practices that were acceptable within the limitations of the knowledge available at the time of its preparation. As progress in research and practice continues, new knowledge will be added to that now at hand.

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