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Some relations among fall cone penetration, liquidity index and undrained shear strength of clays considering the sensitivity ratio

  • Satoru Shimobe
  • Giovanni SpagnoliEmail author
Original Paper

Abstract

This note describes some relations among fall cone penetration, d, liquidity index, LI, and undrained shear strength su, of clays. Fall cone tests are used to assess the liquidity index considering also the sensitivity ratio of undisturbed and remoulded soils, based on the cone penetration. Considering the British and the Swedish cones, it is possible to observe some differences between d values. Because the cone penetration amount is dependent on the undrained shear strength and that undrained strength of clays can be related to LI, a relation correlating LI based on the fall cone method and the cone penetration amount d for remoulded soils was obtained. It was observed that in remoulded soils, the LId relationship for each cone is unique irrespective of the soil type, testing equipment and operators. The correlation between liquidity index and undrained shear strength is provided considering new data and literature values taking into consideration the sensitivity ratio as well. From the LIsuSt relationship, it is possible to obtain a general overview about the strength characteristics of soils. Sensitivity ratio can also be extrapolated by liquidity index values considering a coefficient ‘a’ which might be related to the sedimentary environment (e.g. salt content), mineralogical composition and structure of clays, which however must be confirmed by further research. Finally, the predicted sensitivity ratio St* is evaluated against the measured one within a range of (0.5-2)St.

Keywords

Clays Sensitivity ratio Atterberg limits Undrained shear strength Liquidity index 

Abbreviation

a

Experimental constant linking LI and St

C0

Water content intersecting at d=1 mm

d

Cone penetration (mm)

dr

Cone penetration in remoulded soils (mm)

g

Gravitational acceleration (9.8 m/s2)

K

Cone factor

LI

Liquidity index

LL

Liquid limit (%)

m 

Cone mass (g)

PL

Plastic limit (%)

St

Sensitivity ratio

St*

Predicted sensitivity ratio

su

(Undisturbed) undrained shear strength (kPa)

sur

Remoulded undrained shear strength (kPa)

w

Water content (%)

W

Cone weight (N)

β

Slope of the best-fitting line to the experimental points of d vs. w

References

  1. AASHTO (2007) Standard method of test for determining the liquid limit of soils. AASHTO standard T89-07. American Association of State Highway and Transportation Officials (AASHTO). Washington, D.C.Google Scholar
  2. Åhnberg (2006) Consolidation stress effects on the strength of stabilised Swedish soils. Proceedings of the Institution of Civil Engineers-Ground Improvement 10(1):1–13Google Scholar
  3. Andrade FA, Al-Qureshi HA, Hotza D (2011) Measuring the plasticity of clays: a review. Appl Clay Sci 51:1–7Google Scholar
  4. ASTM (2005) Standard test method for laboratory miniature vane shear test for saturated fine-grained clayey soil. ASTM standard D4648-05. American Society for Testing and Materials. West Conshohocken, PA, USAGoogle Scholar
  5. ASTM (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM standard D4318-10. American Society for Testing and Materials. West Conshohocken, PA, USAGoogle Scholar
  6. Atterberg A (1911) Die Plastizität der Tone. Mitteilungen für Bodenkunde 1:10–43 (in German)Google Scholar
  7. Azadi MRE, Monfared SR (2012) Fall cone test parameters and their effects on the liquid and plastic limits of homogeneous and non-homogeneous soil samples. Electron J Geotech Eng 17K:1615–1646Google Scholar
  8. Barker JE, Rogers CD, Boardman DI (2006) Physio-chemical changes in clay caused by ion migration from lime piles. J Mater Civ Eng 18(2):182–189Google Scholar
  9. Barnes G (2000) Soil mechanics: principles and practice. Macmillan Publishers, LondonGoogle Scholar
  10. Becker A, Bucher F, Davenport CA, Flisch A (2004) Geotechnical characteristics of post-glacial organic sediments in Lake Bergsee, southern Black Forest, Germany. Eng Geol 74(1-2):91–102Google Scholar
  11. Bennett MJ, Sneed M, Noce TE, Tinsley J (2009) Cone Penetration Test and Soil Boring at the Bayside Groundwater Project Site in San Lorenzo, Alameda County, California. U.S. Geological Survey Open-File Report 2009-1050Google Scholar
  12. Berilgen SA, Kilic H, Özaydın K (2007) Determination of undrained shear strength for dredged golden horn marine clay with laboratory tests. In: Proceedings of the Sri Lankan geotechnical society’s first international conference on soil and rock engineering, August 5-11, Colombo, Sri LankaGoogle Scholar
  13. Bjerrum L (1954) Geotechnical properties of Norwegian marine clays. Géotechnique 4:49–69Google Scholar
  14. Bowles JE (1978) Engineering properties of soils and their measurement. McGraw-Hill, New YorkGoogle Scholar
  15. Brown P, Huxley M (1996) The cone factor for a 30° cone. Ground Eng 29(10):34–36Google Scholar
  16. Brown PJ, Downing MC (2001) Discussion of “fall-cone penetration and water content relationships of clays” by T. W. Feng. Géotechnique 51(9):819–821Google Scholar
  17. BS 1377-2 (1990) Methods of test for Soils for Civil Engineering Purposes-Part 2: Classification Tests, British StandardsGoogle Scholar
  18. Budhu M (2000) Soil mechanics and foundations. Wiley, New YorkGoogle Scholar
  19. Carter M, Bentley SP (1991) Correlation of soil properties. Pentech Press, LondonGoogle Scholar
  20. Casagrande A (1932) Research on the Atterberg limits of soils. Public Roads 13(3):121–130Google Scholar
  21. Casagrande A (1958) Notes of the design of the liquid limit device. Géotechnique 8(2):84–91.  https://doi.org/10.1680/geot.1958.8.2.84 Google Scholar
  22. CEN ISO/TS 17892-12 (2004) Geotechnical investigation and testing-Laboratory testing of soil-Part 12: Determination of Atterberg limits. European Committee for StandardizationGoogle Scholar
  23. Clayton C, Kingston E, Priest J, Schultheiss, P, NGHP Expedition 01 Scientific Party (2008) Testing of pressurised cores containing gas hydrate from deep ocean sediments. Proceedings of the 6th International Conference on Gas Hydrates (ICGH 2008), Vancouver, British Columbia, CanadaGoogle Scholar
  24. Craig RF (1978) Soil mechanics, 2nd edn. Spon Press, LondonGoogle Scholar
  25. Demers D, Leroueil S (2002) Evaluation of preconsolidation pressure and the overconsolidation ratio from piezocone tests of clay deposits in Quebec. Can Geotech J 39(1):174–192Google Scholar
  26. DIN 18122-1 (1997) Baugrund, Untersuchung von Bodenproben-Zustandsgrenzen (Konsistenzgrenzen)-Teil 1: Bestimmung der Fliess- und Ausrollgrenze. Beuth Verlag GmbH, BerlinGoogle Scholar
  27. Eden WJ, Kubota JK (1962) Some observations on the measurement of sensitiviy of clays. Proc. American Society for Testing and Materials 61:1239–1249Google Scholar
  28. Federico A (1983) Relationships (cu–w) and (cu–δ) for remolded clayey soils at high water content. Rivista Italiana di Geotecnica 17(1):38–41Google Scholar
  29. Feng TW (2004) Using small ring and a fall-cone to determine the plastic limit. J Geotech Geoenviron 130(6):630–635Google Scholar
  30. Garneau R, LeBihan JP (1977) Estimation of some properties of Champlain clays with the Swedish fall cone. Can Geotech J 14(4):571–581Google Scholar
  31. Ghiabi H, Selvadurai APS (2007) Laboratory testing of a soft silty clay. In: Chan DH, Law T (eds) Soft Soil Engineering. Proc. of the 4th International Conference on Soft Soil Engineering, Vancouver, Canada. Taylor & Francis Group, London, p 447–456Google Scholar
  32. Haigh SK (2012) Mechanics of the Casagrande liquid limit test. Can Geotech J 49(9):1015–1023Google Scholar
  33. Hansbo S (1957) A new approach to the determination of the shear strength of clay by the fall cone test. Proc R Swed Geotech Inst 14:1–48Google Scholar
  34. Harison JA (1988) Using the BS cone penetrometer for the determination of the plastic limit of soils. Géotechnique 38(3):433–438Google Scholar
  35. Head KH (1985) Manual of soil laboratory testing. Pentech Press, LondonGoogle Scholar
  36. Houston WN, Mitchell JK (1969) Property interrelationships in sensitive clays. Journal of the Soil Mechanics and Foundations Division, ASCE 95(SM4):1037–1062Google Scholar
  37. Huang CJ (2005) Effect of Layout Patterns on Grout Pile Improved Bermed Excavation in Soft Clay. Master thesis. National Taiwan University of Science and Technology (in Chinese)Google Scholar
  38. Ishibashi I, Choi JW (1994) Geotechnical engineering support for Craney Island project: phase II: laboratory determination of soil properties and levee stability analysis. Report on Contract No. DACW65-93-M-0390, U.S. Army Corps of Engineers, Norfolk District, Norfolk, VAGoogle Scholar
  39. Jacquet D (1990) Sensitivity to remoulding of some volcanic ash soils in New Zealand. Eng Geol 28(1-2):1–25Google Scholar
  40. JGS 0051 (2000) Japanese Geotechnical Society standards: engineering soil classification system of geomaterials. The Japanese Geotechnical Society, Tokyo (in Japanese)Google Scholar
  41. JGS 0142 (2000) Test method for liquid limits of soils by the fall cone. The Japanese Geotechnical Society, Tokyo (in Japanese)Google Scholar
  42. JIS A 1216 (1990) Japanese industrial standards: test method for unconfined compressive strength of soils. Japanese Standards Association, Tokyo (in Japanese)Google Scholar
  43. Jose BT, Sridharan A, Abraham BM (1988) A study of geotechnical properties of Cochin marine clays. Mar Georesour Geotechnol 7(3):189–209Google Scholar
  44. Kayabali K, Tufenkci OO (2010) Shear strength of remolded soils at consistency limits. Can Geotech J 47(3):259–266Google Scholar
  45. Karlsson R, Hansbo S (1989) Soil classification and identification. Document D8:1989, Byggforskningsrådet, StockholmGoogle Scholar
  46. Kosche M (2004) A laboratory model study on the transition zone and the boundary layer around lime-cement columns in kaolin clay. Royal Institute of Technology (KTH), Stockholm. Arbetsrapport 31Google Scholar
  47. Koumoto T (1989) Dynamic analysis of the fall cone test. Trans JSIDRE 144:51–56 (in Japanese)Google Scholar
  48. Koumoto T, Houlsby GT (2001) Theory and practice of the fall cone test. Géotechnique 51(8):701–712Google Scholar
  49. Kyambadde BS, Stone KJL (2012) Index and strength properties of clay-gravel mixtures. Proceedings of the Institution of Civil Engineers – Geotechnical Engineering 165(2):13–21Google Scholar
  50. Larsson S, Dahlström M, Nilsson B (2003) A complementary field study on the uniformity of lime-cement columns–Field tests at Strängnäs. Swedish Deep Stabilization Research Centre. Arbetsrapport 27Google Scholar
  51. Larsson S, Dahlström M, Nilsson B (2005) Uniformity of lime-cement columns for deep mixing: a field study. Proceedings of the Institution of Civil Engineers-Ground Improvement 9(1):1–15Google Scholar
  52. Larsson S, Rothhämel M, Jacks G (2009) A laboratory study on strength loss in kaolin surrounding lime–cement columns. Appl Clay Sci 44(1-2):116–126Google Scholar
  53. Leroueil S, Le Bihan JP (1996) Liquid limits and fall cones. Can Geotech J 33(5):793–798Google Scholar
  54. Leroueil S, Tavenas F, Le Bihan JP (1983) Proprietes caracteristiques des argiles de l’est du Canada. Can Geotech J 20(4):681–705.  https://doi.org/10.1139/t83-076 Google Scholar
  55. Leroueil S, Tavenas F, Locat J (1985) Discussion on "correlations between index tests and the properties of remoulded clays". Géotechnique 35(2):223–226Google Scholar
  56. Li K (2004) A study of determining properties of fine-grained soil by fall cone test. Master thesis. Chung Yuan Christian UniversityGoogle Scholar
  57. Lo KY, Hinchberger SD (2006) Stability analysis accounting for macroscopic and microscopic structures in clays. In: Chan DH, Law T (eds) Soft Soil Engineering. Proc. of the 4th International Conference on Soft Soil Engineering, Vancouver, Canada. Taylor & Francis Group, London, p 3–34Google Scholar
  58. Locat J (1982) Contribution à l’étude de l’origine de la structuration des argiles sensibles de l’Est du Canada. Ph. D. thesis, University of Sherbrooke, Québec, CanadaGoogle Scholar
  59. Locat J, Beauséjour N (1987) Correlations between dynamic and static mechanical-properties of intact and lime-treated clays. Can Geotech J 24(3):327–334Google Scholar
  60. Locat J, Demers D (1988) Viscosity, yield stress, remolded strength, and liquidity index relationships for sensitive clays. Can Geotech J 25(4):799–806Google Scholar
  61. Lunne T, Berre T, Andersen KH, Strandvik S, Sjursen M (2006) Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays. Can Geotech J 43(7):726–750Google Scholar
  62. Medhat F, Whyte IL (1986) An appraisal of soil index tests. In: Site investigation practice: assessing BS 5930 (ed. A. B. Hawkins). Engineering Geology Special Publication, 2, 317–323. London, UK: The Geological SocietyGoogle Scholar
  63. Morin P, Dawe CR (1987) Geotechnical properties of two deep-sea marine soils from the Labrador Sea. Can Geotech J 24(4):536–548Google Scholar
  64. Norwegian Standardisation System (1988) Falling cone tests. Standard NS 8015. Norwegian Standardisation System, Oslo, NorwayGoogle Scholar
  65. Ohtsubo M, Takayama M, Egashira K (1982) Marine quick clays from Ariake Bay area, Japan. Soils Found 22(4):71–80Google Scholar
  66. Powrie W (1997) Soil mechanics. Spon Press, LondonGoogle Scholar
  67. Rajasekaran G, Rao SN (2004) Falling cone method to measure the strength of marine clays. Ocean Eng 31(14-15):1915–1927Google Scholar
  68. Rao BM (1974) Geotechnical investigation of the marine deposits in the Mangalore harbour site. Indian Geotechnical Journal 4:78–92Google Scholar
  69. Silvestri V, Soulie M, Touchan Z, Fay B (1988) Triaxial relaxation tests on a soft clay. In: Donaghe, Chaney, Silver (eds) Advanced triaxial testing of soil and rock. STP 977. ASTM International, p 321–337Google Scholar
  70. Shimobe S (2000) Correlations among liquidity index, undrained shear strength and fall cone penetration of fine-grained soils. Coastal Geotechnical Engineering in Practice, Balkema, Rotterdam (The Netherlands), p 141–146Google Scholar
  71. Shimobe S (2010) Determination of index properties and undrained shear strength of soils using the fall cone test, Proc. of the 7th Int. Symp. on Lowland Technology (ISLT 2010), Institute of Lowland and Marine Research, Saga University, p 51–59Google Scholar
  72. Shimobe S (2011) Correlation between normalized water content and liquid index of soils. Proceedings of 46th National Conference on Geotechnical Engineering. Kobe, Japan. p 287–288 (in Japanese)Google Scholar
  73. Shimobe S (2012) Engineering properties of fine-grained soils: viewpoint from the previously published data collected and its consideration. Proceedings of 57th Symposium on Geotechnical Engineering. Tokyo, Japan. p 11–18 (in Japanese)Google Scholar
  74. Skempton AW, Northey RD (1952) The sensitivity of clays. Géotechnique 3(1):30–53Google Scholar
  75. Spagnoli G (2012) Comparison between Casagrande and drop-cone methods to calculate liquid limit for pure clay. Can J Soil Sci 92:859–864.  https://doi.org/10.4141/cjss2012-011 Google Scholar
  76. Sridharan A, Miura N (2000) Physico chemical and engineering behaviour of Ariake clay and its comparison with other marine clays. In: Proc. Int. Symposium, IS Yokohama 2000, Vol. 2, pp. 203-213Google Scholar
  77. SS 02 71 25 (1991) Geotekniska provningsmetoder – Skjuvhållfasthet – Fallkonförsök – Kohesionsjord [Geotechnical tests — shear strength — fall-cone test — cohesive soil], Swedish Standard SS 027125, Swedish Building Standards Institution, StockholmGoogle Scholar
  78. Stone KJ, Kyambadde BS (2007) Determination of strength and index properties of fine-grained soils using a soil minipenetrometer. J Geotech Geoenviron 133(6):667–673Google Scholar
  79. Sukolrat J, Nash DFT, Ling ML, Benahmed N (2007) The assessment of destructuration of Bothkennar clay using bender elements. In: Chan DH, Law T (eds) Soft Soil Engineering. Proc. of the 4th International Conference on Soft Soil Engineering, Vancouver, Canada. Taylor & Francis Group, London, UK, p 471-480Google Scholar
  80. Japanese Geotechnical Society (1991) Training text for soil test. 2nd revised edition (in Japanese)Google Scholar
  81. Japanese Society for Civil Engineers (2000) Soil Test - Fundamentals and Guidelines (in Japanese)Google Scholar
  82. Tsz Kin M, Higashi T, Ohtsubo M, Hiyama H (2003) Applications of fall cone test to Ariake clays. In: Proc. of the JSIDRE Annual Meeting (in Japanese)Google Scholar
  83. Vardanega PJ, Haigh SK (2014) The undrained strength – liquidity index relationship. Can Geotech J 51(9):1073–1086.  https://doi.org/10.1139/cgj-2013-0169 Google Scholar
  84. Wang D, Zentar R, Abriak NE, Xu W (2012) Experimental investigation on consistency limits of cement and lime-stabilized marine sediments. Environ Technol 33(10):1197–1205Google Scholar
  85. Wasti Y, Bezirci MH (1986) Determination of the consistency limits of soils by the fall cone test. Can Geotech J 23(2):241–246Google Scholar
  86. Watanabe S, et al (1981) In: Recent soft ground handbook for civil and architectural engineers. Kensetsu-sangyo-chosakai, Tokyo (in Japanese)Google Scholar
  87. Whyte IL (1982) Soil plasticity and strength: a new approach using extrusion. Ground Eng 15(1):16–24Google Scholar
  88. Winters WJ (2000) Stress history and geotechnical properties of sediment from the Cape Fear Diapir, Blake Ridge Diapir and Blake Ridge. Ocean Drilling Program, Scientific Results 164:421–429Google Scholar
  89. Wood DM (1985) Some fall-cone tests. Géotechnique 35(19):64–68Google Scholar
  90. Wood DM (1990) Soil behaviour and critical state soil mechanics. Cambridge University Press, CambridgeGoogle Scholar
  91. Wroth CP, Wood DM (1978) The correlation of index properties with some basic engineering properties of soils. Can Geotech J 15(2):137–145.  https://doi.org/10.1139/t78-014 Google Scholar
  92. Yafrate NJ, DeJong JT (2005) Detection of stratigraphic interfaces and thin layering using a miniature piezoprobe. In: Site Characterization and Modeling, p 1–11Google Scholar
  93. Yafrate NJ, DeJong JT (2007) Influence of penetration rate on measured resistance with full flow penetrometers in soft clay. In: Advances in Measurement and Modeling of Soil Behavior, p 1–10Google Scholar
  94. Yudhbir SR (1991) Water content – cone penetration behaviour of fine grained soils. Proc. of the International Conference on Geotechnical Engineering for Coastal Development (Geo-Coast ‘91) 1:141-146Google Scholar
  95. Zentar R, Abriak NE, Dubois V (2009) Fall cone test to characterize shear strength of organic sediments. J Geotech Geoenviron 135(1):153–157Google Scholar

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Authors and Affiliations

  1. 1.College of Science and TechnologyNihon UniversityFunabashiJapan
  2. 2.BASF Construction Solutions GmbHTrostbergGermany

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