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Frost heave in soils is a significant problem of geotechnical engineering. Despite the introduction of numerous simplified frost susceptibility criteria, there is still no clear relationship between the particle size distribution and their frost heaving susceptibility. Therefore, an experimental attempt was made to link the graining features of the four soils with the mechanisms of the formation of frost heave. The main aim of the study is to determine the influence of the content of silt and clay fractions on the height of the frost heave. The tested soils were characterized by a varied content of the silt fraction, which, together with smaller ones, amounted to 30%, 40%, 50% and 70%, and a variable content of the clay fraction amounting to 0%, 0%, 21% and 5% in individual soils, respectively. For the purposes of the experiment, a test stand was constructed that allows for testing 6 identical samples at a time. The tests were carried out in an open-system test, i.e. with the possibility of water flowing into the freezing zone. The total freezing process was carried out at -10°C and lasted 160 hours. On the basis of the obtained results of the increase in the height of the samples, it was shown that the silt with the highest total content of silt and clay fractions of 70% shows the highest frost heave and the smallest increase in the height of the samples in the freezing process is shown by sandy silt with the lowest sum of both these fractions. On the basis of the analysis of the results of the tested soils, it was found that the height of the frost heave was influenced by the presence of the clay fraction, but in connection with the presence of the silt fraction. In the frost heave soils, the content of the silt fraction influences the amount of the frost heave to the extent of more than two times smaller than the content of the clay fraction.
Czasopismo
Rocznik
Tom
Strony
85--95
Opis fizyczny
Bibliogr. 40 poz.
Twórcy
autor
- PhD Eng.; Zespół Szkół Budowlanych, ul. Pestalozziego 18, Bydgoszcz, 85-095, Poland
autor
- PhD DSc; The Faculty of Environmental Engineering and Geodesy, Wrocław University of Environmental and Life Sciences, Grunwaldzka 55 Street, Wrocław, 50-357, Poland
autor
- PhD DSc; The Faculty of Environmental Engineering and Geodesy, Wrocław University of Environmental and Life Sciences, Grunwaldzka 55 Street, Wrocław, 50-357, Poland
autor
- PhD; Institute of Mathematics and Physics, Bydgoszcz University of Science and Technology, Al. Prof. S. Kaliskiego 7, Bydgoszcz, 85-789, Poland
Bibliografia
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- [3] Songhe Wang, Jilin Qi, and Fengyin Liu. (2016). Study on the reasonable height of embankment in Qinghai-Tibet highway. Geotechnical and Geological Engineering, 34(1), 1-14.
- [4] Charles Harris, James S. Smith, Michael C. R. Davies, and Brice Rea. (2008). An investigation of periglacial slope stability in relation to soil properties based on physical modeling in the geotechnical centrifuge. Geomorphology, 93(3-4), 437-459.
- [5] Sergey P. Doroshenko, Alexey A. Korshunov, and Alexander L. Nevzorov. (2016). The impact of freezing-thawing process on slope stability of earth structure in cold climate. Procedia Engineering, 143, 682-688.
- [6] Satoshi Akagawa and Michiaki Hori. (2015). Frost heaving in ballast railway tracks. Sciences in Cold and Arid Regions, 7(5), 632-636.
- [7] Yehuda Kleiner and Balvant Rajani. (2001). Comprehensive review of structural deterioration of water mains: statistical models. Urban Water, 3(3), 131-150.
- [8] Yaping Wu, Yu Sheng, Yong Wang, Huijun Jin, and Wu Chen. (2010). Stresses and deformations in a buried oil pipeline subject to differential frost heave in permafrost regions. Cold Regions Science and Technology, 64(3), 256-261.
- [9] Meng Wang, Xu Li, and Xiangtian Xu. (2021). An implicit Heat-Pulse-Probe method for measuring the soil ice content. Applied Thermal Engineering, 196, 117186.
- [10] Stephen Taber. (1929). Frost heaving. The Journal of Geology, 37(5), 428-461.
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- [12] Edward Penner. (1957). Soil moisture tension and ice segregation. Highway Research Board Bulletin, (168).
- [13] Lorne W. Gold. (1957). A possible force mechanism associated with the freezing of water in porous materials. Highway Research Board Bulletin, (168), 65-72.
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- [15] Robert D. Miller. (01 1978). Frost heaving in non-col- loidal soils. Proceedings of the 3rd International Conference on Permafrost, p. 708-713.
- [16] Kevin O’Neill and Robert D. Miller. (mar 1985). Exploration of a rigid ice model of frost heave. Water Resources Research, 21 (3), 281-296.
- [17] A. C. Fowler and C. G. Noon. (1993). A simplified numerical solution of the Miller model of secondary frost heave. Cold Regions Science and Technology, 21 (4), 327-336.
- [18] Tezera F. Azmatch, David C. Sego, Lukas U. Arenson, and Kevin W. Biggar. (2012). New ice lens initiation condition for frost heave in fine-grained soils. Cold Regions Science and Technology, 82, 8-13.
- [19] Edwin J. Chamberlain. (1981). Frost susceptibility of soil, review of index tests. United States Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, Hanover, New Hampshire, U.S.A.
- [20] S Peppin. (2020). Stability of ice lenses in saline soils. Journal of Fluid Mechanics, 886.
- [21] Maria Hohmann. (1997). Soil freezing - the concept of soil water potential. state of the art. Cold Regions Science and Technology, 25(2), 101-110.
- [22] Hao Wang, Yongkang Wu, Meng Wang, and Xu Li. (2022). Influence of fines content and degree of saturation on the freezing deformation characteristics of unsaturated soils. Cold Regions Science and Technology, 201, 103610.
- [23] Zhenya Liu, Jiankun Liu, Xu Li, and Jianhong Fang. (2019). Experimental study on the volume and strength change of an unsaturated silty clay upon freezing. Cold Regions Science and Technology, 157, 1-12.
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- [25] Arthur Casagrande. (1931). Discussion of frost heaving. Highway Research Board Proceedings, 11, 168-172.
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- [28] A. Dücker. (1958). Is there a dividing line between non-frost-susceptible and frost-susceptible soils? Technical Translation, 722, (18 p.), 1958.
- [29] PN-EN 1997-2: 2009. Eurocode 7. Geotechnical design - Part 2: Ground investigation and testing, 2009.
- [30] PN-EN ISO 14688-2:2018-05. Geotechnical investigation and testing - Identification and classification of soil - Part 2: Principles for a classification, 2018.
- [31] Lewis Edgers, Laurinda Bedingfield, and Nancy Bono. (1988). Field evaluation of criteria for frost susceptibility of soils. Transportation Research Record, 1190, 73- 85.
- [32] Karen S. (1990). Henry. Laboratory investigation of the use of geotextiles to mitigate frost heave. Technical report, United States Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, Hanover, New Hampshire, U.S.A., 1990.
- [33] BS 812-124:1989. Testing aggregates-Method for determination of frost-heave, 1989.
- [34] ASTM-D5918:2013. Standard Test Methods for Frost Heave and Thaw Weakening Susceptibility of Soils, 2013.
- [35] H. Brandl. (2008). Freezing-thawing behavior of soils and unbound road layers. Slovak Journal of Civil Engineering, 3, 4-12.
- [36] Lianhai Zhang, Wei Ma, Chengsong Yang, and Chang Yuan. (2014). Investigation of the pore water pressures of coarse-grained sandy soil during open-system step-freezing and thawing tests. Engineering Geology, 181, 233-248.
- [37] Jiazuo Zhou, Changfu Wei, Houzhen Wei, and Long Tan. (2014). Experimental and theoretical characterization of frost heave and ice lenses. Cold Regions Science and Technology, 104, 76-87.
- [38] M. T. Hendry, L. U. Onwude, and D. C. Sego. (2016)A laboratory investigation of the frost heave susceptibility of fine-grained soil generated from the abrasion of a diorite aggregate. Cold Regions Science and Technology, 123, 91-98.
- [39] Deniz Dagli. (2017). Laboratory investigations of frost action mechanisms in soils. PhD thesis, Lulea University of Technology, 2017.
- [40] Deniz Dagli, Amin Zeinali, Per Gren, and Jan Laue. (2018). Image analyses of frost heave mechanisms based on freezing tests with free access to water. Cold Regions Science and Technology, 146, 187-198.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-668a4497-a3c9-470d-8a56-9d78dd08ae30
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