CPT-DMT correlations

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 135, Issue 11, 2009, Pages 1762-1771

  Robertson, P K ^a  

^a UNIVERSITY OF ALBERTA   (Canada)

Author keywords

Cone penetration tests; Correlation; In situ tests

Indexed keywords

CHARGE TRAPPING; COMPUTER SYSTEM RECOVERY; DILATOMETERS;

CONE PENETRATION TESTS; CORRELATION; DILATOMETER TEST; IN SITU TESTS; IN-SITU TEST; MAIN PARAMETERS;

TESTING;

CONE PENETRATION TEST; CORRELATION; DILATION; IN SITU TEST; PARAMETERIZATION; SOIL TEST;

EID: 70350422631     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000119     Document Type: Article

References (39)

1. Ahmadi, M. M., and Robertson, P. K. (2005). "Thin layer effects on the CPT qc measurement." Can. Geotech. J. CGJOAH0008-3674, 42(9), 1302-1317. 10.1139/t05-036
2. Anderson, J. B., Townsend, F. C., and Rahelison, L.(2007). "Load testing and settlement prediction of shallow foundation." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 133(12), 1494-1502. 10.1061/ (ASCE)1090-0241(2007)133:12(1494)
3. Baldi, G., Bellotti, R., Ghionna, V. N., Jamiolkowski, M., and Lo Presti, D. F. C. (1989). "Modulus of sands from CPTs and DMTs." Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, The Netherlands, 165-170.
4. Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). "Liquefaction at Moss Landing during Loma Prieta earthquake." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 123(5), 453-468. 10.1061/ (ASCE)1090-0241(1997)123:5(453)
5. Campanella, R. G., and Robertson, P. K. (1982). "State-of-the-art in in-situ testing of soils: Developments since 1978." Proc., Engineering Foundation Conf. on Updating Subsurface Sampling of Soils and Rocks and Their In-Situ Testing, Santa Barbara, Calif., 245-267.
6. Campanella, R. G., and Robertson, P. K. (1991). "Use and interpretation of a research dilatometer." Can. Geotech. J. CGJOAH0008-3674, 28, 113-126. 10.1139/t91-012
7. Cetin, K. O., and Isik, N. S. (2007). "Probabilistic assessment of stress normalization for CPT data." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 133(7), 887-897. 10.1061/(ASCE)1090-0241(2007)133:7(887)
8. Douglas, B. J., and Olsen, R. S. (1981). "Soil classification using electric cone penetrometer." Proc., Symp. on Cone Penetration Testing and Experience, ASCE, New York, 209-227.
9. Jefferies, M. G., and Davies, M. P. (1991). "Soil classification by the cone penetration test." Can. Geotech. J. CGJOAH0008-3674, 28(1), 173-176. 10.1139/t91-023
10. Jefferies, M. G., and Davies, M. P. (1993). "Use of CPTU to estimate equivalent SPT N60." Geotech. Test. J. GTJODJ0149-6115, 16(4), 458-468. 10.1520/GTJ10286J
11. Kulhawy, F. H., and Mayne, P. H. (1990). "Manual on estimating soil properties for foundation design." Rep. No. EL-6800, Electric Power Research Institute, EPRI, Palo Alto, Calif.
12. Ladd, C. C. (1991). "Stability evaluation during staged construction (22nd Terzaghi Lecture)." J. Geotech. Eng., 117(4), 540-615. 10.1061/(ASCE)0733-9410(1991)117:4(540)
13. Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice, Routledge, New York.
14. Marchetti, S. (1980). "In-situ tests by flat dilatometer." J. Geotech. Eng., 106(3), 299-321.
15. Marchetti S., (1997). "The flat dilatometer: Design applications." 3rd Geotechnical Engineering Conf., Keynote lecture, Cairo Univ., Cairo, Egypt, 421-448.
16. Marchetti, S., Monaco, P., Calabrese, M., and Totani, G. (2006). "Comparison of moduli determined by DMT and backfigured from local strain measurements under a 40 m diameter circular test load in Venice area." Proc., 2nd Int. Conf. on the Flat Dilatometer, Washington, D.C., In-Situ Soil, Virginia, 220-231.
17. Marchetti, S., Monaco, P., Totani, G., and Calabrese, M. (2001). "The DMT in soil investigations. A report by the ISSMGE TC 16." Proc., Int. Conf. on In Situ Measurement of Soil Properties and Case Histories, Bali, Indonesia, Parahyangan Catholic Univ., Bandung, Indonesia, 95-132.
18. Mayne, P. W. (2001). "Stress-strain-strength-flow parameters from enhanced in-situ tests." Proc., Int. Conf. on In-Situ Measurement of Soil Properties and Case Histories, Bali, Indonesia, Parahyangan Catholic Univ., Bandung, Indonesia, 27-48.
19. Mayne, P. W. (2006). "Interrelationships of DMT and CPT readings in soft clays." Proc., 2nd Int. Conf. on the Flat Dilatometer, Washington, D.C., 231-236.
20. Mayne, P. W., and Bachus, R. C. (1989). "Penetration pore pressure in clay by CPTU, DMT, and SBP." Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Balkema, Rotterdam, The Netherlands, 291-294.
21. Mayne, P. W., Christopher, B. R., and DeJong, J. (2002). "Subsurface investigations: Geotechnical site characterization." Pub. No. FHwA NHI-01-031, National Highway Institute, Arlington, Va.Mayne, P. W., Christopher, B. R., and DeJong, J. (2002). "Subsurface investigations: Geotechnical site characterization." Pub. No. FHwA NHI-01-031, National Highway Institute, Arlington, Va.
22. Mayne, P. W., and Liao, T. (2004). "CPT-DMT interrelationships in piedmont residuum." Proc., 2nd Int. Conf. on Geophysical and Geotechnical Site Characterization, ISC-2, Porto, Portugal, Millpress, Rotterdam, The Netherlands, 345-350.
23. Mayne, P. W., and Martin, G. K. (1998). "Commentary on Marchetti flat dilatometer correlations in soils." Geotech. Test. J. GTJODJ0149-6115, 21(3), 222-239. 10.1520/GTJ10896J
24. Meng, J., Hajduk, E. L., Casey, T. J., and Wright, W. B. (2006). "Observations from in-situ testing within a calcareous soil." Proc., 2nd Int. Conf. on the Flat Dilatometer, Washington, D.C., In-Situ Soil, Virginia, 237-243.
25. Mlynarek, Z., Gogolik, S., Marchetti, S., and Marchetti, D. 2006. "Suitability of the SDMT method to assess geotechnical parameters of post-floatation sediment." Proc., 2nd Int. Conf. on the Flat Dilatometer, Washington, D.C., In-Situ Soil, Virginia, 148-153.
26. Moss, R. E. S., Seed, R. B., and Olsen, R. S. (2006). "Normalizing the CPT for overburden stress." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 132(3), 378-387. 10.1061/(ASCE)1090-0241(2006)132:3(378)
27. Olsen, R. S., and Malone, P. G. (1988). "Soil classification and site characterization using the cone penetrometer test." Proc., Penetration Testing 1988, ISOPT-1, Vol. 2, J. De Ruiter, ed. Balkema, Rotterdam, The Netherlands, 887-893.
28. Penna, A. 2006. "Some recent experience obtained with DMT in Brazilian soils." Proc., 2nd Int. Conf. on the Flat Dilatometer, Washington, D.C., In-Situ Soil, Virginia, 170-177.
29. Powell, J. J. M., and Uglow, I. M., (1988). "The interpretation of the Marchetti dilatometer test in UK clays." Proc., Penetration Testing in the UK. Thomas Telford, London, 269-273.
30. Robertson, P. K. (1990). "Soil classification using the cone penetration test." Can. Geotech. J. CGJOAH0008-3674, 27(1), 151-158. 10.1139/t90-014
31. Robertson, P. K. (2009). "Interpretation of cone penetration tests - A unified approach." Can. Geotech. J. CGJOAH0008-3674 (in press).
32. Robertson, P. K., Campanella, R. G., Gillespie, D., and By, T. (1988). "Excess pore pressures and the dilatometer." Proc., 1st Int. Symp. of Penetration Testing, ISOPT-1, Balkema, Rotterdam, The Netherlands, 567-576.
33. Robertson, P. K., Campanella, R. G., Gillespie, D., and Greig, J. (1986). "Use of piezometer cone data." Proc., In-Situ '86 Use of In-Situ Testing in Geotechnical Engineering, GSP 6, ASCE, Reston, Va., 1263-1280.
34. Robertson, P. K., and Wride, C. E. (1998). "Evaluating cyclic liquefaction potential using the cone penetration test." Can. Geotech. J. CGJOAH0008-3674, 35(3), 442-459. 10.1139/cgj-35-3-442
35. Schnaid, F., Lehane, B. M., and Fahey, M. (2004). "In situ characterization of unusual geomaterials." Proc., 2nd Int. Conf. on Site Characterization, ISC'2, Millpress, Rotterdam, The Netherlands, 49-74.
36. Schneider, J. A., Randolph, M. F., Mayne, P. W., and Ramsey, N. (2008). "Influence of partial consolidation during penetration on normalized soil classification by piezocone." Proc., 3rd Int. Conf. on Site Characterization, Geotechnical and Geophysical Site Characterization, A. B. Huang and P. W. Mayne, eds., Taylor and Francis, London, 1159-1165.
37. Smith, M. G., and Houlsby, G. T. 1995. "Interpretation of the Marchetti dilatometer in clay." Proc., 11th European Conf. on Soil Mechanics and Foundation Engineering, Copenhagen, Denmark, 1.247-1.253.
38. Wroth, C. P. (1984). "The interpretation of in-situ soil tests. Rankine Lecture." Geotechnique GTNQA80016-8505, 4, 449-489.
39. Yu, H. S. (2004). "In-situ soil testing: From mechanics to interpretation." Proc., 2nd Int. Conf. on Site Characterization, ISC'2, Millpress, Rotterdam, The Netherlands, 3-38.