A Study on Uniaxial Compressive Strength and Ultrasonic Non-Destructive Analysis of Fine-Grained Soil in Seasonally Frozen Regions

Year 2022, Volume: 17 Issue: 2, 267 - 277, 30.09.2022

İbrahim Haruna Umar Müge Elif Orakoğlu Fırat

https://doi.org/10.55525/tjst.1080861

Cited By: 2

Abstract

Understanding the physical and mechanical properties of soils subjected to freeze-thaw cycles, including both micro and macrostructures, is critical for achieving the required performance of structures employing it as a structural or support material. An experimental study was carried out on clay soil with varying water content (18%, 21.5%, and 23%) after repeated freeze-thaw cycles (0, 2, 5, 7, 12, and 15). The performance of soil was evaluated using unconfined compressive strength (UCS) and ultrasonic pulse velocity (UPV) tests. The experimental results demonstrated that UCS peak values were observed at the lowest water content before and after the freeze-thaw cycles. The stress-strain curves exhibited strain-softening behavior, and this condition transitioned to strain hardening behavior after freeze-thaw cycles with increment in the water content. Moreover, the highest values of UPV were observed to increase UCS values due to capillary forces at minimum water content. Also, an increase in the number of freeze-thaw cycles resulted in a decrease in the UPV. According to correlations between UPV and UCS values, the highest correlations for water contents were obtained at optimum water content, and a decreasing trend was observed after experiencing a number of freeze-thaw periods. In addition, the Grey Correlation Analysis was performed to show the degree of correlation between the UCS and UPV, water content as well as the freeze-thaw cycles. The results demonstrated that the UPV values have a greater impact on the UCS than other parameters.

Keywords

Clay soil, uniaxial compression test, ultrasonic pulse velocity test, seasonally frozen region

References

• [1] Bulolo S, Leong EC, Kizza R. Tensile strength of unsaturated coarse and fine-grained soils. Bull Eng Geol Environ 2021; 80(3): 2727–2750.
• [2] Safi W, Singh S. Efficient & effective improvement and stabilization of clay soil with waste materials. Mater Today: Proc 2022; 51(1): 947-955.
• [3] Yarbaşı N, Kalkan E. The mechanical performance of clayey soils reinforced with waste pet fibers. Int J Earth Sci Knowl Appl 2020; 2(1): 19–26.
• [4] Indiramma P, Sudharani C, Needhidasan S. Utilization of fly ash and lime to stabilize the expansive soil and to sustain pollution free environment - An experimental study. Mater Today Proc 2020; 22(3): 694-700.
• [5] Kalkan E, Yarbasi N, Bilici Ö. Strength performance of stabilized clayey soils with quartzite material. Int J Earth Sci Knowl Appl 2019; 1: 1-5.
• [6] Das BM. Principles of Geotechnical Engineering. Sacramento, California, USA, Cengage Learning, 2020.
• [7] Malizia JP, Shakoor A. Effect of water content and density on strength and deformation behavior of clay soils. Eng Geol 2018; 244: 125-131.
• [8] Huang S, He Y, Yu S, Cai C. Experimental investigation and prediction model for UCS loss of unsaturated sandstones under freeze-thaw action. Int J Min Sci Technol 2022; 32(1): 41-49.
• [9] Huang S, He Y, Liu X, Xin Z. Experimental investigation of the influence of dry-wet, freeze-thaw and water immersion treatments on the mechanical strength of the clay-bearing green sandstone. Int J Rock Mech Min 2021; 138: 104613.
• [10] Wang P, Zhou G. Frost-heaving pressure in geotechnical engineering materials during freezing process, Int J Min Sci Technol 2018; 28 (2): 287-296.
• [11] Liu Y, Cai Y, Huang S, Guo Y, Liu G. Effect of water saturation on uniaxial compressive strength and damage degree of clay-bearing sandstone under freeze-thaw. B Eng Geol Environ 2020; 79(4): 2021-2036.
• [12] Zhang L, Ren F, Li H, Cheng D, Sun B. The influence mechanism of freeze-thaw on soil erosion: A review. Water 2021; 13(8): 1010.
• [13] Orakoglu ME, Liu J, Tutumluer E. Frost depth prediction for seasonal freezing area in Eastern Turkey. Cold Reg Sci Technol 2016; 124: 118-126.
• [14] Chen Z, Ge S, Zhang Z, Du Y, Yao B, Xie H, Liu P, Zhang Y, Wang W, Zhou H. Soil moisture but not warming dominates nitrous oxide emissions during freeze–thaw cycles in a Qinghai–Tibetan plateau alpine meadow with discontinuous permafrost. Front Ecol Evol 2021; 9: 676027.
• [15] Luo L, Ma W, Zhang Z, Zhuang Y, Zhang Y, Yang J, Cao X, Liang S, Mu Y. Freeze/thaw-induced deformation monitoring and assessment of the slope in permafrost based on terrestrial laser scanner and GNSS. Remote Sens 2017; 9(3):1-20.
• [16] Jiang H, Zheng G, Yi Y, Chen D, Zhang W, Yang K, Miller CE. Progress and Challenges in Studying Regional Permafrost in the Tibetan Plateau Using Satellite Remote Sensing and Models. Front Earth Sci 2020; 8: 560403.
• [17] Zeinali A, Dagli D, Edeskär T. Freezing-thawing laboratory testing of frost susceptible soils. In Nordic Geotech Meet: Challanges in Nordic Geotechnics 25/05/2016-27/05/2016 (pp. 267-276).
• [18] Yarbasi N. Doğal bir materyal olarak keçi kili lifleriyle modifiye edilen kohezyonlu zeminlerin donmaçözülme direnci. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi. 2020; 7(13): 157-166.
• [19] Nguyen TTH, Cui YJ, Ferber V, Herrier G, Ozturk T, Plier F, Puiatti D, Salager S, Tang AM. Effect of freeze-thaw cycles on mechanical strength of lime-treated fine-grained soils. Transp Geotech 2019; 21:100281.
• [20] Andersland OB, Branko L. Frozen Ground Engineering. 2nd Ed. Hoboken, NJ, John Wiley & Sons, Inc. 2004.
• [21] Shirmohammadi S, Jahromi SG, Payan M, Senetakis K. Effect of lime stabilization and partial clinoptilolite zeolite replacement on the behavior of a silt-sized low-plasticity soil subjected to freezing-thawing cycles. Coatings 2021; 11(8): 994.
• [22] Liu J, Chang D, Yu Q. Influence of freeze-thaw cycles on mechanical properties of a silty sand. Eng Geol 2016; 210: 23- 32.
• [23] Kış mevsimi yağış değerlendirmesi, https://www.mgm.gov.tr/veridegerlendirme/yagis-raporu.aspx?b=m, Yayın tarihi Ocak 2020, Erişim tarihi: Şubat 11, 2020.
• [24] ASTM D2166, 2006. Standard test method for unconfined compressive strength of cohesive soil. Annual Book of ASTM Standards.
• [25] ASTM C 597-09, 2009. Standard test method for pulse velocity through concrete. Annual Book of ASTM Standards.
• [26] Deng JL. Introduction to grey system theory. J Grey Syst 1989; 1(1): 1-24.
• [27] Mirzababaei M, Miraftab M, Mohamed M, McMahon P. Unconfined compression strength of reinforced clays with carpet waste fibers. J Geotech Geoenviron Eng 2013; 139(3):483-493.
• [28] Patel SK, Singh B. Strength and deformation behavior of fiber-reinforced cohesive soil under varying moisture and compaction states. Geotech Geol Eng 2017; 35(4):1767-1781.
• [29] Nataraj M, McManis K. Strength and deformation properties of soils reinforced with fibrillated fibers. Geosynth Int 1997; 4(1):65-79.
• [30] Qu Y, Chen Gl, Niu F. Ni W, Mu Y, Luo J. Effect of freeze-thaw cycles on uniaxial mechanical properties of cohesive coarse-grained soils. J Mt Sci 2019; 16 (9): 2159-2170.
• [31] Konrad JM, Morgenstern NR. Mechanistic theory of ice lens formation in fine-grained soils. Can Geotech J 1980; 17(4): 473-486.
• [32] Marfisi E, Burgoyne CJ, Amin MHG, Hall LD. The use of MRI to observe the structure of concrete. Mag Concr Res 2005; 57 (2): 101-109.
• [33] Güllü H, Canakci H, Al Zangana IF. Use of cement based grout with glass powder for deep mixing. Constr Build Mater 2017; 137: 12-20.
• [34] Sarro WS, Assis GM, Ferreira GCS. Experimental investigation of the UPV wavelength in compacted soil. Constr Build Mater 2021; 272: 121834.
• [35] Kramer SL. Geotechnical Earthquake Engineering, Prentice-Hall Inc., Upper Saddle River, NJ, 1996.
• [36] Eskişar T, Altun S, Kalıpcılar İ. Assessment of strength development and freeze–thaw performance of cement treated clays at different water contents. Cold Reg Sci Technol 2015; 111: 50-59.
• [37] Roshan K, Choobbasti AJ, Kutanaei SS, Fakhrabadi A. The effect of adding polypropylene fibers on the freeze-thaw cycle durability of lignosulfonate stabilised clayey sand. . Cold Reg Sci Technol 2022; 193: 103418.