Towards Implementing SCPTu Geotechnical Design Guidelines for the State of Illinois
Publication: Geo-Congress 2023
ABSTRACT
The cone penetration test (CPT) is widely used in geotechnical engineering for subsurface soil characterization due to its nearly continuous profiling, expediency, and repeatability, which are difficult to match with drilling, sampling, and laboratory testing, or other subsurface characterization techniques such as the standard penetration testing (SPT). In addition to obtaining the cone tip resistance, sleeve friction, and pore water pressure, the seismic piezocone penetration test (SCPTu) also provides measurements of shear wave velocities with depth. A series of SCPTu soundings have been completed at several strategic Illinois test locations to characterize the particular response of Illinois soils in terms of stress history, strength, compressibility, stiffness, organic content, and hydraulic properties. Additionally, since the current geotechnical engineering practice in Illinois has a heavy reliance upon the SPT, an evaluation of correlations between paired sets of SCPTu readings and SPT blow counts corrected for energy efficiencies was made at a selected location. The findings of this research will be incorporated into the Illinois Department of Transportation’s (IDOT) geotechnical manual through the development of guidelines for using CPT in the state of Illinois. This effort is geared towards expanding the use of CPT in IDOT practice allowing for higher quality subsurface data that can reduce design costs while increasing sustainability and reducing risk.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Agaiby, S. S., and Mayne, P. W. (2021). CPTU identification of regular, sensitive, and organic clays towards evaluating yield stress profiles. AIMS GeoSciences 7 (4): 553–573.
Baligh, M. M., Azzouz, A. S., Wissa, A. Z. E., Martin, R. T., and Morrison, M. J. (1981). The piezocone penetrometer. Cone Penetration Testing and Experience. American Society of Civil Engineers, Reston, VA: 247–263.
Burns, S. B., and Mayne, P. W. (2002). Analytical cavity expansion-critical state model for piezocone dissipation in fine-grained soils. Soils and Foundations 42 (2): 131–137.
Campanella, R. G., and Robertson, P. K. (1981). Applied cone research. Cone Penetration Testing and Experience. ASCE, Reston, VA: 343–362.
Campanella, R. G., Robertson, P. K., and Gillespie, D. (1986). Seismic cone penetration test. Use of In-Situ Tests in Geotechnical Engineering, Geotechnical Special Publication 6, ASCE, Reston, VA: 116–130.
Dagger, R., Saftner, D., and Mayne, P. W. (2018). Cone Penetration Test Design Guide for State Geotechnical Engineers. Minnesota Department of Transportation. Retrieved from the University of Minnesota Digital Conservancy, https://hdl.handle.net/11299/203697.
DiBuö, B., D’Ignazio, M., Selãnpaã, J., Länsivaara, T., and Mayne, P. W. (2019). Yield stress evaluation of Finnish clays based on analytical CPTu models. Canadian Geotechnical Journal 57 (11): 1623–1638. https://doi.org/10.1139/cgj-2019-0427.
de Ruiter, J. (1981). Current penetrometer practice: Cone Penetration Testing and Experience. ASCE, Reston, VA: 1–48.
Kulhawy, F. H., and Mayne, P. W. (1990). Manual on Estimating Soil Properties for Foundation Design., Electric Power Research Institute, Palo Alto: 306 p.
Liao, T., and Mayne, P. W. (2006). Automated post-processing of shear wave signals. Proc. 8th US National Conference on Earthquake Engineering, San Francisco, pp. 460.1–460.10.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone Penetration Testing in Geotechnical Practice. EF Spon/Blackie Academic, London: 312 p.
Mayne, P. W. (2005). Integrated ground behavior: In-situ and lab tests. Deformation Characteristics of Geomaterials, Vol. 2: Taylor & Francis Group, London: 155–177.
Mayne, P. W. (2007). NCHRP Synthesis 368 on Cone Penetration Test. Transportation Research Board, National Coop. Highway Res. Program, Washington, DC: 120 p.
Mayne, P. W., and Peuchen, J. (2018). CPTu bearing factor Nkt for undrained strength evaluation in clays. Proceedings of The Fourth International Symposium on Cone Penetration Testing (CPT 2018, Delft) CRC Press, London.
McGillivray, A. V. (2007). Enhanced integration of shear wave velocity profiling in direct -push site characterization systems. PhD dissertation, Civil & Environmental Engineering, Georgia Inst. of Technology, Atlanta, GA.
Muhs, H. (1978). 50 years of deep soundings with static penetrometers. Berlin Universita¨ t, Deutsche Forschungsgesellschaft fur Boden-Mechanik (Degebo). Mitteilungen, 34, 45–50.
Niazi, F. (2021). CPT-Based Geotechnical Design Manual, Volume 1: CPT Interpretation—Estimation of Soil Properties. Indiana Dept. of Transportation. https://doi.org/10.5703/1288284317346.
Ouyang, Z., and Mayne, P. W. (2019). “Modified NTH method for assessing effective friction angle of normally consolidated and overconsolidated clays from piezocone tests.” Journal of Geotechnical and Geoenvironmental Engineering 145(10):04019067. doi: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002112.
Robertson, P. K., Campanella, R. G., Gillespie, D., and Grieg, J. (1986). Use of piezometer cone data. Use of In-Situ Testings in Geotechnical Engineering (Geotechnical Special Publication No. 6), ASCE, Reston, VA: 1263–1280.
Robertson, P. K. (1990). Soil classification using the cone penetration test. Canadian Geotechnical Journal 27(1), 151–158. https://doi.org/10.1139/t90-014.
Robertson, P. K., and Wride, C. (1998). Evaluating cyclic liquefaction potential using the cone penetration test. Canadian Geotechnical Journal 35, 442–459. https://doi.org/10.1139/t98-017.
Robertson, P. K. (2001). Sixty years of the CPT—How far have we come? Proceedings, International Conference on In-Situ Measurement of Soil Properties and Case Histories, Bali, Indonesia: 1–16. PDF at www.usucger.org.
Robertson, P. K. (2012). Mitchell lecture. Interpretation of in-situ tests—Some insight. Geotechnical & Geophysical Site Characterization, Vol. 1 (Proc. ISC-4, Pernambuco), Millpress, Rotterdam: 3–24.
Robertson, P. K. (2016). CPT-based soil behaviour type (SBT) classification system—an update. Canadian Geotechnical Journal, 53(12), 1910–1927, https://doi.org/10.1139/cgj-2016-0044.
Sanglerat, G. (1972). The Penetrometer and Soil Exploration. Elsevier Publishing Company, Amsterdam: 464 p.
Schneider, J. A., Randolph, M. F., Mayne, P. W., and Ramsey, N. R. (2008). Analysis of factors influencing soil classification using normalized piezocone tip resistance and pore pressure parameters. Journal of Geotechnical and Geoenvironmental Engineering, 134(11), 1569–1586. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:11(1569).
Schneider, J. A., Hotstream, J. N., Mayne, P. W., and Randolph, M. F. (2012). Comparing CPTU Q-F and Δu2/σv0' soil classification charts. Geotechnique Letters, 2(4), 209–215. https://doi.org/10.1680/geolett.12.00044.
Tumay, M. T., Boggess, R. L., and Acar, Y. (1981). Subsurface investigation with piezo-cone-penetrometer. Cone Penetration Testing and Experience. ASCE National Convention, St. Louis. American Society of Engineers, Reston, VA: 325–342.
Information & Authors
Information
Published In
History
Published online: Mar 23, 2023
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.