Soil Liquid Limit Determination Using a Single-Trial Methodology

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Mohammed Yaseen Abdullah

Abstract

A new model equation has been constructed to estimate the liquid limit value, using the rapid one point method. Data processing was carried out in Microsoft Excel and SPSS, visualizing and using 6,210 theoretical trial points, which resulted from 135 samples along the actual flow index line, with the number of blows varying from 5 to 50 with an interval of unity. The model has two correction factors (CF), both of which are functions of the number of blows at the trial point in the test. The first CF is applied to the trial moisture content, while the second CF is applied to the previously estimated liquid limit. This technique was checked against real data points. For estimating the liquid limit for a large range of blows (N) from 10 to 45 the model achieved a high R2 value of over 0.99. It also has a low RMSE of 3.8 for the set of 6,210 theoretical points and 2.2 for 220 actual points. In this research, the flexibility of the model is crucial as it provides a wider range of blows from 10 to 45, unlike the ASTM procedure for which there are set requirements that state the amount of blows to be between 20 and 30.

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How to Cite

“Soil Liquid Limit Determination Using a Single-Trial Methodology” (2025) Journal of Engineering, 31(3), pp. 81–95. doi:10.31026/j.eng.2025.03.05.

References

Adebisi, N., 2012. Assessment of plasticity and compressibility of engineering soils in Ibadan, Southwestern Nigeria. Quarterly Publication of Scientific Society of Mineral Wealth Technology. Geotechnology, 162, pp. 9-15.

ASTM D4318, 2010. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, ASTM International.

AS1289, 2009. Australian Standard Methods of testing soils for engineering purposes, Standards Australia, Sydney.

BS1377-1, 1990. Standard, B., Methods of test for soils for civil engineering purposes. General requirements and sample preparation. British Standards Institution, London.

Chai, T. and Draxler, R.R., 2014. Root mean square error (RMSE) or mean absolute error (MAE). Geoscientific Model Development Discussions, 7(1), pp. 1525-1534. https://doi.org/10.5194/gmd-7-1247-2014

Clayton, C., and Jukes, A., 1978. A one-point cone penetrometer liquid limit test. Geotechnique, 28, pp. 469-472. https://doi.org/10.1680/geot.1978.28.4.469

Das, B.M., 2019. Advanced soil mechanics. CRC press. pp. 21-22. https://doi.org/10.1201/9781351215183

Eden, W. J., 1960. Use of a one-point liquid limit procedure. In Papers on Soils 1959 Meetings. ASTM International. https://doi.org/10.1520/STP44313S

Eden, W. J., 1955. Trial of one-point liquid limit method. Proceedings of Ninth Canadian Soil Mechanics Conference, Ottawa, December 15th to 16th 1955 (National Research Council for Canada). https://doi.org/10.4224/20338560

Fang, H.Y., 1960. Rapid determination of liquid limit of soils by flow index method. Highway Research Board Bulletin, P. 254.

Gutierrezestrada, M., Salisbury, M. And Delrio, A., 1983. Atterberg limits of sediments from the mouth of the gulf of California, Deep-Sea Drilling Project Leg-65. Initial reports of the deep-sea drilling project, 65(Jan), pp. 685-691. https://doi.org/10.2973/dsdp.proc.65.135.1983

Haigh, S.K., Vardanega, P.J., 2014. Fundamental basis of single-point liquid limit measurement approaches. Applied Clay Science, 102, pp. 8-14. https://doi.org/10.1016/j.clay.2014.10.011

Hayter, A.J., 2012. Probability and statistics for engineers and scientists. 4th ed., Cengage Learning.

IS2720, 1985. Indian standard, method of test for soils. Indian Standards Institution, New Delhi.

Jain, L.C., Patwardhan, N.K., 1960. Physical properties of soils from the Ganges Valley, Journal of Scientific and Industrial Research (India), 19A(4), pp. 162-167

Karakan, E., 2022. Comparative analysis of Atterberg limits, liquidity index, flow index and undrained shear strength behavior in binary clay mixtures. Applied Sciences, 12(17), P. 8616. https://doi.org/10.3390/app12178616

Kim, J.B., 1973, A study on the general and one point method of test for liquid limit procedure. Journal of the Korean Society of Agricultural Engineers, 15(4), pp. 3153-3159.

Mallikarjunappa, L.K., Bherde, V. and Baadiga, R., 2024. Prediction of california bearing ratio (CBR) of soils using AI-based techniques. In Proceedings of the Indian Geotechnical Conference 2022 Volume 10: Geotechnics: Learning,

Evaluation, Analysis and Practice (GEOLEAP). (Vol. 10, P. 145). Springer Nature.

Mohan, D., Goel, R. K., 1958. Rapid methods of determining liquid limit of soils. Journal of Scientific and Industrial Research (India). A 17, pp. 498-501

Moon, C.F. and White, K.B., 1985. A comparison of liquid limit test results. Géotechnique, 35(1), pp. 59-60. https://doi.org/10.1680/geot.1985.35.1.59

Nagaraj, T., and Jayadeva, M., 1981. Re-examination of one-point methods of liquid limit determination. Geotechnique, 31, pp. 413-425. https://doi.org/10.1680/geot.1981.31.3.413

Norman, L.E.J., 1959. The one-point method of determining the value of the liquid limit of a soil. Geotechnique, 9 (1), pp. 1-8, https://doi.org/10.1680/geot.1959.9.1.1

Olmstead, F.R. and Johnston, C.M., 1955. Rapid methods for determining liquid limits of soils. Highway Research Board Bulletin, (95).

Önalp, A. and Kılıç, C., 1994. One point method for liquid limit of clays of Eastern Black Sea. In Proceedings of the 5th National Soil Mechanics and Foundation Engineering Conference, Ankara, pp. 155-160.

Önalp, A., Arel, E., 2013, Determination of Liquid Limit of Clays from European Section of İstanbul (Likit limitin tek nokta yöntemi ile ölçümü ve İstanbul killerinde uygulama), 5. Geoteknik Sempozyumu, 5-7 Aralık 2013, Çukurova

Üniversitesi, Adana (in Turkish).

Roje-Bonacci, T., 2004. Liquid limit determination of the high plastic clays by one-point method. In 4. posavetovanje slovenskih geotehnikov in 5. Šukljetovi dnevi (pp. 199-204).

Smith, G.N., 1986. Probability and statistics in civil engineering. Collins professional and technical books, 244.

Snyder, L.M., 2015. Determination of potential vertical rise in expansive soils using centrifuge technology (Doctoral dissertation).

Son, Y.H., Chang, P.W., Won, J.Y. and Kim, S.P., 2003. Estimation of Liquid Limit by a Single-point Method of Fall Cone Test. In Proceedings of the Korean Society of Agricultural Engineers Conference (pp. 203-206). The Korean Society of Agricultural Engineers.

Sridharan, A., Nagaraj, H.B. and Prakash, K., 1999. Determination of the plasticity index from flow index. Geotechnical Testing Journal, 22(2), pp.175-181. https://doi.org/10.1520/GTJ11276J

Üyetürk, E. and Huvaj, N., 2018. Power coefficient in one point liquid limit test for soils of northern Turkey at various temperatures. Selçuk Üniversitesi Mühendislik, Bilim ve Teknoloji Dergisi, 6(4), pp.643-653. https://doi.org/10.15317/Scitech.2018.158

Uysal, A., 2004, Adapazarı ve Civarında Likit Limit Deneyinde Kullanılacak β Katsayısının Bulunması, Yüksek Lisans Tezi, Sakarya Üniversitesi.

Waterways, U.S., 1949. Simplification of the Liquid Limit Test Procedure. US Army Corps of Engineers Waterways Experiment Station, Technical Memorandum, (3-286), p.64

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