Helical probe tests in residual soils of the Appalachian Piedmont |
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Authors: | Shehab S Agaiby Zhongkun Ouyang Paul W Mayne |
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Institution: | Department of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, USA |
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Abstract: | Helical probe tests (HPT) are a quick and economical means for manual field testing of soils to depths of 1.5 m with readings taken at 0.15-m intervals in only 10 min. The equipment is lightweight (only 2 kg) and thus amenable to deploy on initial site reconnaissance explorations, shallow pavement projects, earth retention walls, and/or compaction of fills. Although suitable for use in a variety of geomaterials: sands, silts, clays, and mixed soils, the specific application to residual fine sandy silts and silty fine sands of the Appalachian Piedmont and Blue Ridge geologic provinces is shown here. Existing relationships for converting the measured HPT torque reading to equivalent cone penetration testing (CPT) tip resistances are reviewed, as well as other trends. |
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Keywords: | In-Situ testing manual tests probes soils |
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