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Effects of repeated freeze–thaw cycles on physico-mechanical properties of cohesive soils

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Abstract

Understanding the effects of freezing and thawing on base soil and filling materials is critical for construction stabilisation and environmental considerations. We have examined the effects of freezing and thawing on the physico-mechanical behaviours of clayey soils. A total of 64 moulded samples of high plasticity clay (CH) and clayey sand (SC) soils were prepared with regular water contents to reflect the moisture conditions of the active surface layer. Soil samples for all tests were put into a freezer at a temperature of − 18 °C for 24 h. Samples were then removed and placed in a cabinet with a temperature of 21 °C and 80% relative humidity for 24 h. Freeze–thaw (FT) sequences were conducted with 1, 3, 7, 14 and 21 of these FT cycles. The plastic and liquid limits of the samples decreased abruptly after the first FT period. The classification of the clayey sand according to the Unified Soil Classification System was modified from “SC” to “SM” silty sand after the first FT cycle. Furthermore, the coefficient of consolidation of the CH soil increased after the third FT cycle, and these values for SC began to grow after the first FT period. Cohesion decreased by about 38.54%, and the internal friction angle increased by about 36.99% for the CH soil, whereas the cohesion and the internal friction angle of the SC soil decreased by approximately 95.90 and 25.44%, respectively, after the FT tests.

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References

  • Adeli Ghareh Viran P (2015) The investigation of freezing-thawing effects on physico-mechanical properties of cohesive soils. MSc thesis, Hacettepe University, Dept. of Geological Engineering, Applied Geology Division, Ankara, Turkey (in Turkish).

  • Allman MA, Atkinson JH (1992) Mechanical properties of reconstituted Bothkennar soil. Géotechnique 42:289–301

    Article  Google Scholar 

  • Aubert JE, Gasc-Barbier M (2012) Hardening of clayey soil blocks during freezing and thawing cycles. Appl Clay Sci 65–66:1–5

    Article  Google Scholar 

  • Avsar E, Ulusay R, Erguler ZA (2005) Swelling properties of Ankara (Turkey) clay with carbonate concretions. Environ Eng Geosci 11:73–93

    Article  Google Scholar 

  • Binal A (2008) A new laboratory rock test based on freeze-thaw using a steel chamber. Q J Eng Geol Hydrogeol 42:179–198 2009

    Article  Google Scholar 

  • Binal A, Adeli Ghareh Viran P (2015) Investigation of freezing and thawing effects on the physico-mechanical properties of Ankara clay. In: Taghizadieh N (ed), 10th International Congress on Civil Engineering, Tehran

  • Bowles JE (1979) Physical and geotechnical properties of soils, Second edn. McGraw-Hill Book Company, Singapore

  • Chen ZY, Zhou JX, Wang HJ (1994) Soil mechanics. Tsinghua University Press, Beijing

    Google Scholar 

  • Coop MR (1991) The mechanics of uncemented carbonate sands. Géotechnique 40:607–662

    Article  Google Scholar 

  • CorelDraw X7 Photo-Paint software (2015), CorelDraw, USA

  • Craig RF (1987) Soil mechanics, Fourth edn. ELBS with Chapman and Hall, London

  • Cui ZD, He PP, Yang WH (2014) Mechanical properties of a silty clay subjected to freezing-thawing. Cold Reg Sci Technol 98:26–34

    Article  Google Scholar 

  • Czurda KA, Hohmann M (1997) Freezing effect on shear strength of clayey soils. Appl Clay Sci 12:165–187

    Article  Google Scholar 

  • Georgiannou VN, Burland JB, Hight DW (1990) The undrained behavior of clayey sands in triaxial compression and extension. Géotechnique 40:431–449

  • Ghazavi M, Roustaie M (2010) The influence of freeze-thaw cycles on the unconfined compressive strength of fiber-reinforced clay. Cold Reg Sci Technol 61:125–131

    Article  Google Scholar 

  • Guo Y, Shan W (2011) Monitoring and experiment on the effect of freeze-thaw on soil cutting slope stability. Procedia Environ Sci 10:1115–1121

    Article  Google Scholar 

  • ImageJ (2016) Image processing and analysis in Java, USA, https://imagej.nih.gov/ij, Accessed 01 May 2016

  • Jafari MK, Shafiee A (2004) Mechanical behavior of compacted composite clays. Can Geotech J 41:1152–1167

    Article  Google Scholar 

  • Kiper OB (1983) Etimesgut-Batıkent Yöresindeki Üst Pliyosen Çökellerinin Jeo-Mühendislik Özellikleri ve Konsolidasyonu, Ph. D. thesis, Hacettepe University, Ankara, pages 160 (in Turkish)

  • Lehrsch GA, Sojka RE, Carter DL, Jolley PM (1991) Freezing effects on aggregate stability affected by texture, mineralogy, and organic matter. Soil Sci Soc Am J 55:1401–1406

    Article  Google Scholar 

  • Murty VNS (2002) Geotechnical engineering—principles and practices of soils mechanics and foundation engineering. Marcel Dekker Inc., India, ISBN 0-8247-0873-3

  • Ordemir I, Soydemir C, Birand A (1977) Swelling problems of Ankara clays, 9th International Conference of Soil Mechanics and Foundation Engineering, Tokyo, 1:243–247

  • Oztas T, Fayetorbay F, Jungqvist G, Oni SK, Teutschbein C, Futter MN (2003) Effect of freezing and thawing processes on soil aggregate stability. Catena 52:1–8

    Article  Google Scholar 

  • Paudel B, Wang B (2010) Freeze-thaw effect on consolidation properties of fine grained soils from the Mackenzie Valley, Canada. Geo 2010, Calgary

  • Republic of Turkey General Director of Highways (2008) Guide for the design of highway flexible pavements. Ankara, p. 158 (In Turkish)

  • Skempton AW (1953) The colloidal “activity” of clays. Proceedings of the 3rd International Conference of Soil Mechanics and Foundation Engineering, (1) 57–60

  • Spagnoli G, Feinendegen M, Stanjek H, Azzam R (2011) Soil conditioning for clays in EPBMs. Tunnels & Tunnelling International 43 (2011) 10, 56–58, ISSN 0041-414X

  • Thevanayagam S, Shenthan T, Mohan S, Liang J (2002) Undrained fragility of clean sands, silty sands and sandy silts. J Geotech Geoenviron Eng ASCE 128:849–859

    Article  Google Scholar 

  • TSMS (Turkish State Meteorological Service) (2016). http://www.mgm.gov.tr. Accessed 04 August 2016

  • Wang DY, Niu YH, Ma W (2007) Effects of cyclic freezing and thawing on mechanical properties of Qinghai–Tibet clay. Cold Reg Sci Technol 48:34–43

    Article  Google Scholar 

Download references

Funding

This research was funded by the Turkish National Scientific Committee (Project No: 114Y088).

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Authors and Affiliations

  1. Department of Geological Engineering, Hacettepe University, Beytepe, 06800, Ankara, Turkey

    Parisa Adeli Ghareh Viran & Adil Binal

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  1. Parisa Adeli Ghareh Viran
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  2. Adil Binal
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Correspondence to Adil Binal.

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Adeli Ghareh Viran, P., Binal, A. Effects of repeated freeze–thaw cycles on physico-mechanical properties of cohesive soils. Arab J Geosci 11, 250 (2018). https://doi.org/10.1007/s12517-018-3592-5

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  • DOI: https://doi.org/10.1007/s12517-018-3592-5

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