Chapter
Mar 17, 2022

Revisiting the Liquid Limit Determinations Using Casagrande Percussion Cup Method vs. Fall Cone Device

Publication: Geo-Congress 2022

ABSTRACT

Atterberg limits are the index properties determined in almost every site investigation when plastic soils are encountered. They are used in soil classification as well as in estimating important soil properties needed in the design and analysis of many common geotechnical engineering problems. Results from the conventional method of quantifying the liquid limit (LL) via Casagrande percussion cup device are influenced by repeatability issues due to various factors like the operator dependency among others. The fall cone device offers many improvements over the Casagrande cup, including simplicity in test performance, easier maintenance, lower sensitivity to equipment manufacturing variations, reduced operator dependency, and it allows LL determination on low-plasticity soils. In this paper, a review of previous studies on the comparative results from the two devices is presented. Based on extensive laboratory testing on soil samples collected from Indiana state, fresh results from the two devices are compared and contrasted with those from previous studies. The findings will incentivize practitioners to employ a simpler device for routine laboratory testing that leads to greater reproducibility and reliability in the fundamental measurements needed for every geotechnical site investigation.

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REFERENCES

AASHTO T89-13. (2017). Standard Method of Test for Determining the Liquid Limit of Soils. American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C., USA.
ASTM D1140–17. (2017). Standard Test Methods for Determining the Amount of Material Finer than 75-μm (No. 200) Sieve in Soils by Washing. West Conshohocken, PA, USA: ASTM International.
ASTM D4318–17. (2017). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. West Conshohocken, PA, USA: ASTM International.
ASTM D6913/D6913M–17. (2017). Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis. West Conshohocken, PA, USA: ASTM International.
ASTM D7928–17. (2017). Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis. West Conshohocken, PA, USA: ASTM International.
Atkinson, J. (2007). The Mechanics of Soils and Foundations, 2nd edn (ISBN 9780415362566 - CAT# GS1067). Taylor & Francis.
Atterberg, A. (1911a). Lerornas forhållande till vatten, deras plasticitetsgränser och plasticitetsgrader.Kungliga Lantbruksakademiens Handlingar och Tidskrift. 50(2), 132–158 (In Swedish).
Atterberg, A. (1911b). Die Plastizität der Tone. Internationale Mitteilungen der Bodenkunde. 1, 4–37 (In German).
Belviso, R., Ciampoli, S., Cotecchia, V., and Federico, A. (1985). Use of the cone penetrometer to determine consistency limits. Ground Eng., 18(5): 21–22.
Bicalho, K. V., Gramelich, J. C., and dos Santos Cunha, C. L. (2014). Comparison between Casagrande cup and cone penetrometer test for determining liquid limit of different Brazilian clays. Comunicações Geológicas, 101(Especial III), 1097–1099.
BS 1377-2. (1990). Methods of Test for Soils for Civil Engineering Purposes. Classification Tests. British Standards Institute, London, UK.
CAN/BNQ-2501-090. (2005). Soils - Determination of Liquid Limit by the Casagrande Apparatus and Determination of Plastic Limit. Standards Council of Canada, Ottawa, Canada.
Claveau-Mallet, D., Duhaime, F., and Chapuis, R. P. (2012). Practical considerations when using the Swedish fall cone. Geotech. Test. J., 35(4): 618–628.
Di Matteo, L. (2012). Liquid limit of low- to medium-plasticity soils: comparison between Casagrande cup and cone penetrometer test. Bull. Eng. Geol. Environ., 71: 79–85.
D’Ignazio, M., Phoon, K. K., Tan, S. A., and Länsivaara, T. T. (2016). Correlations for undrained shear strength of Finnish soft clays. Can. Geotech. J., 53(10): 1628–1645.
DIN 18122-1. (1997). Soil, Investigation and Testing—State Borders (Consistency Limits). Part 1: Determination of Liquid and Plastic Limit. German Standards Institute, Berlin, Germany.
Dolinar, B., and Škrabl, S. (2013). Atterberg limits in relation to other properties of fine grained soils. Acta Geotech. Slov., 10(2): 4–13.
Dragoni, W., Prosperini, N., and Vinti, G. (2008). Some observations on the procedures for the determination of the liquid limit: an application on Plio-Pleistocenic clayey soils from Umbria region (Italy). Ital. J. Eng. Geol. Environ., 1 (Special Issue): 185–197.
Farrar, D. M., and Coleman, J. D. (1967). The correlation of surface area with other properties of nineteen British clay soils. Euro. J. Soil Sci., 18(1): 118–124.
Fojtová, L., Marschalko, M., Franeková, R., and Kovàr, L. (2009). Study of compatibility of methods for liquid limit measurement according to Czech State Standard and newly adopted European Standard, Geosci. Eng., LV(1): 55–68.
Holtz, R. D., Kovacs, W. D., and Sheahan, T. C. (2011). An Introduction to Geotechnical Engineering. 2nd ed. (ISBN 978-0-13-031721-6), Pearson Education, Inc., NJ, USA.
ISO 17892-12:2018(E). (2018). Geotechnical investigation and testing – laboratory testing of soil – Part 12: Determination of liquid and plastic limits. International Organization for Standardization, Vernier, Geneva.
Kollaros, G. (2016). Liquid limit values obtained by different testing methods. Bull. Geol. Soc. Greece (In: Proceedings of the 14th International Congress, Thessaloniki, 25–27 May, 2016), 50(2), 778–787.
Li, K. (2004). A study of determining properties of fine-grained soil by fall cone test. Master Thesis. Chung Yuan Christian University, Taiwan (in Chinese).
Mishra, A. K., Ohtsubo, M., Li, L. Y., and Higashi, T. (2012). Influence of various factors on the difference in the liquid limit values determined by Casagrande’s and fall cone method. Environ. Earth Sci., 65(1): 21–27.
Muhunthan, B. (1991). Liquid limit and surface area of clays. Géotechnique, 41(1): 135–138.
Niazi, F. S., Pinan-Llamas, A., Cholewa, C., and Amstutz, C. (2020). Liquid limit determination of low to medium plasticity Indiana soils by hard base Casagrande percussion cup vs. BS fall-cone methods. Bull. Eng. Geol. Environ., 79, 2141–2158.
O’Kelly, B. C., Vardanega, P. J., and Haigh, S. K. (2018). Use of fall cones to determine Atterberg Limits: A review. Géotechnique, 68(10): 843–856.
Orhan, M., Özer, M., and Işık, N. S. (2006). Comparison of Casagrande and cone penetration tests for the determination of liquid limit of natural soils. J. Fac. Eng. Archit. Gazi Univ., 21(4): 711–720 (in Turkish).
Özer, M. (2009). Comparison of liquid limit values determined using the hard and soft base Casagrande apparatus and the cone penetrometer. Bul. Eng. Geol. Environ., 68: 289–296.
Sampson, L. R., and Netterberg, F. (1985). The cone penetration index: a simple new soil index test to replace the plasticity index. In: Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, Vo1. 2. pp. 1041–1048.
Sowers, G. F., Vesic, A., and Grandolfi, M. (1960). Penetration Tests for Liquid Limit. In: Papers on Soils, 1959 Meetings, ASTM Special Technical Publication No. 254. American Society for Testing and Materials, Philadelphia, pp. 216–226.
Spagnoli, G. (2012). Comparison between Casagrande and drop-cone methods to calculate liquid limit for pure clay. Can. J. Soil. Sci., 92(6): 859–864.
Wasti, Y., and Bezirci, M. H. (1986). Determination of the consistency limits of soils by the fall-cone test. Can. Geotech. J., 23(2): 241–246.
Wasti, Y. (1987). Liquid and plastic limits as determined from the fall cone and the Casagrande methods. Geotech. Test. J., 10(1): 26–30.
Wires, K. C. (1984). The Casagrande method versus the drop cone penetrometer method for the determination of liquid limit. Can. J. Soil Sci., 64(2): 297–300. https://doi.org/10.4141/cjss84-031.
Wroth, C. P., and Wood, D. M. (1978). The correlation of index properties with some basic engineering properties of soils. Can. Geotech. J., 15(2): 137–145.
Yilmaz, I. (2000). Evaluation of shear strength of clayey soils by using their liquidity index. Bull. Eng. Geol. Environ., 59(3): 227–229.

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Geo-Congress 2022
Pages: 152 - 161

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Published online: Mar 17, 2022

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Fawad S. Niazi, Ph.D., M.ASCE [email protected]
1Assistant Professor, Dept. of Civil and Mechanical Engineering, Purdue Univ., Fort Wayne, IN. Email: [email protected]
Aranzazu Pinan-Llamas, Ph.D. [email protected]
2Associate Professor, School of Polytechnic, Purdue Univ., Fort Wayne, IN. Email: [email protected]
Bilal Sulaman
3Visitng Faculty, Military College of Engineering, National Univ. of Sciences and Technology, Pakistan

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