Chapter
Apr 26, 2012

An Automatic Portable Near Surface Soil Characterization System

Publication: Recent Advancement in Soil Behavior, in Situ Test Methods, Pile Foundations, and Tunneling: Selected Papers from the 2009 GeoHunan International Conference

Abstract

Soil strength, type, and moisture content are needed for site characterization applications and to assess the load carrying capacity of soil in construction control applications. Currently, no portable, automatic, easy-to-use field methods exist to measure the required soil parameters. In this paper, we describe a new instrument that integrates and extends two proven technologies, the cone penetrometer (CPT) and dynamic cone penetrometer (DCP). A portable Rapid Soil Characterization System is under development to perform near surface assessments to determine trafficability for heavy vehicles and aircraft. In the construction control context, the new device has the potential to eliminate errors in the measurement of soil strength due to soil type and moisture effects. A fully automatic prototype system has undergone limited field demonstration at the USACE facility in Vicksburg, MS. Preliminary laboratory and field test results indicate that the required soil geotechnical parameters can be extracted from dynamic penetration data, providing a near surface instrument that can provide accurate soil strength assessment to a depth of one meter.

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Go to Recent Advancement in Soil Behavior, in Situ Test Methods, Pile Foundations,
                and Tunneling
Recent Advancement in Soil Behavior, in Situ Test Methods, Pile Foundations, and Tunneling: Selected Papers from the 2009 GeoHunan International Conference
Pages: 89 - 94

History

Published online: Apr 26, 2012

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Ronald W. Gamache [email protected]
Director of R&D Programs, TransTech Systems, 1594 State St., Schenectady, NY 12304. E-mail: [email protected]
Ehsan Kianirad [email protected]
Ph.D. Candidate, Northeastern University, Department of Civil and Environmental Engineering, 400 Snell Engineering Center, Northeastern University, 360 Huntington Avenue, Boston, MA 02115. E-mail: [email protected]
Akram N. Alshawabkeh, Ph.D. [email protected]
P.E.
Professor, Department of Civil and Environmental Engineering, 400 Snell Engineering Center, Northeastern University, 360 Huntington Avenue, Boston, MA 02115. E-mail: [email protected]

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