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Geomechanics and Geoengineering
An International Journal
Volume 13, 2018 - Issue 3
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Original Articles

Helical probe tests in residual soils of the Appalachian Piedmont

Shehab S. AgaibyDepartment of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, USACorrespondence[email protected]
ORCID Iconhttp://orcid.org/0000-0002-1590-6206View further author information
ORCID Icon,
Zhongkun OuyangDepartment of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, USAView further author information
&
Paul W. MayneDepartment of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, USAView further author information
Pages 217-225 | Received 03 Apr 2017, Accepted 20 Nov 2017, Published online: 05 Feb 2018

References

  • Farrag, K., et al., 2005. Soil compaction measuring device study. Report GRI-04/0067, Gas Research Institute, Des Plaines, IL: 132.
  • Kees, G., 2005. Hand-held electronic cone penetrometers for measuring soil strength. Technical Report 0524–2837–MTDC. Missoula, MT: U.S. Department of Agriculture Forest Service, Missoula Technology and Development Center, Montana: 12.
  • Marchetti, S., 1980. In-situ tests by flat dilatometer. Journal of the Geotechnical Engineering Division (ASCE), 106 (3), 299–321.
  • Mayne, P.W. and Liao, T., 2004. CPT-DMT interrelationships in Piedmont residuum. In: A. Viana da Fonseca and P.W. Mayne, eds. Geotechnical & Geophysical Site Characterization. Rotterdam: (Proc. ISC-2, Porto), Millpress, Vol. 1, 345–350.
  • Mayne, P.W., 2007. NCHRP synthesis 368 on cone penetration test. Transportation Research Board, National Academies Press, Washington, D.C., 118. Download from: www.trb.org.
  • Newcomb, D.E. and Birgisson, B., 1999. Measuring in-situ mechanical properties of pavement subgrade soils. Washington, DC: NCHRP Synthesis of Highway Practice 278, Transportation Research Board, 84.
  • Rathje, E., et al., 2006. Evaluation of non-nuclear methods for compaction control. Report FHWA/TX-06/0-4835-1. Austin, TX: Center for Transportation Research, Univ. Texas at Austin, 143.
  • Robinson, K.E. and Taylor, H., 1969. Selection and performance of anchors for guyed transmission towers. Canadian Geotechnical Journal, 6 (1), 119–137. doi:10.1139/t69-012
  • Sowers, G.F. and Hedges, C.S., 1966. Dynamic cone for shallow in-situ penetration testing. In: C.B. Crawford, ed. Vane shear and cone penetration resistance testing of in-situ soils. Philadelphia, PA: American Society of Testing Materials (ASTM), Special Technical Publication No. 399.
  • Yokel, F.Y. and Mayne, P.W., 1986. Helical probe tests for shallow soil exploration, Report NDSIR 86-3351, National Institute of Standards & Technology, Gaithersburg, MD, 51.
  • Yokel, F.Y. and Mayne, P.W., 1988. Helical probe tests: initial test calibration. ASTM Geotechnical Testing Journal, 11 (3), 179–186. doi:10.1520/GTJ10004J

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