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The consequences of changes in the structure of loess as a result of cyclic freezing and thawing

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Abstract

The effects of freeze/thaw cycles change the structure of loess, which causes the deterioration of the specimen strength, leading to the occurrence of engineering disasters. In order to study the structure changes of loess body under freezing/thawing environment, taking Yanan city in Huangling County loess as the test object, this paper investigates the changes of the structure under different initial water content and different freezing/thawing cycles, and then analyzes the test results based on computer image processing technology, defines the damage variables, and quantitatively evaluates the damage state of the specimen. The results show that, with the increase of freezing and thawing times: the frost heaving force appears continuously; in the pores, the ice-water phase change volume expands; the local micropore stress concentration causes the specimen skeleton connection mode to change, from the surface–plane contact to the point–surface, point–point contact; the specimen structure is damaged by the number of fissures; and the total area changes. Therefore, this paper defines the porosity as a damage variable. As long as the damage variable and its evolution rule are known, the damage behavior of the material can be described, the damage variable increases with the increase of the freezing/thawing cycle, the specimen structure deteriorates, and the high density area of the specimen decreases, the low density area increases, and the integrity of the loess decreases. The continuous development of specimen porosity and fissure makes the migration channel change continuously, causing transfer channel elongation, widening, and new channel generation, resulting in the increase of ice generation.

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References

  • Chang D, Liu J-k, Li X et al (2014) Experiment study of effects of freezing-thawing cycles on mechanical properties of Qinghat-Tibet silty sand. Chin J Rock Mech Eng 33(7):1496–1150

    Google Scholar 

  • Dong X-h, Zhang A-j, Lian J-b et al (2010) Laboratory study on shear strength deterioration of loess with long-term freezing-thawing cycles. J Eng Geol 18(6):887–893

    Google Scholar 

  • 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 

  • Gu Q, Wang J-d, Si D-d et al (2016) Effect of freeze-thaw cycles on collapsibility of loess under different moisture contents. Chin J Geotech Eng 38(7):1187–1192

    Google Scholar 

  • Henry HAL (2007) Soil freeze–thaw cycle experiments: trends, methodological weaknesses and suggested improvements. Soil Biol Biochem 39:977–986

    Article  Google Scholar 

  • Li S-q, Gao L-x, Chai S-x (2012) Significance and interaction of factors on mechanical properties of frozen soil. Rock Soil Mech 33(4):1173–1177

    Google Scholar 

  • Li G-y, Ma W, Mu Y-h et al (2014) Progress and prospects of the research on collapsibility of compacted loess in seasonally frozen ground regions. J Glaciol Geocryol 36(4):934–943

    Google Scholar 

  • Liu J, Wang T, Tian Y (2010) Experimental study of the dynamic properties of cement- and lime-modified clay soils subjected to freeze–thaw cycles. Cold Reg Sci Technol 61:29–33

    Article  Google Scholar 

  • Ni W-k, Shi H-q (2014) Influence of freezing-thawing cycles on micro-structure and shear strength of loess. J Glaciol Geocryol 36(4):922–927

    Google Scholar 

  • Pang X-q, Hu Z-q, Li H-r et al (2016) Structure damage evolution and mechanical properties of loess by CT-triaxial test. J Hydraul Eng 47(2):180–188

    Google Scholar 

  • Tan Y-z, Wu P, Fu W et al (2013) Strength and micromechanism of improved silt under freeze-thaw cycle effect. Rock Soil Mech 34(10):2827–2834

    Google Scholar 

  • Wang Q, Ma W, Zhang Z et al (2013) Research on the secondary collapse properties of loess under freeze-thaw cycle. J Glaciol Geocryol 35(2):376–382

    Google Scholar 

  • Wen L, Li X-b, Yin Y-b et al (2014) Study of physicomechanical properties of granite porphyry and limestone in slopes of open-pit metal mine under freezing–thawing cycles and their application. J Glaciol Geocryol 36(3):632–639

    Google Scholar 

  • Xiao D-h, Feng W-j, Zhang Z et al (2014a) Research on the Lanzhou loess’s permeabilities changing with freezing-thawing cycles. J Glaciol Geocryol 36(5):1192–1198

    Google Scholar 

  • Xiao D-h, Feng W-j, Zhang Z (2014b) The changing rule of loess’s porosity under freezing-thawing cycles. J Glaciol Geocryol 36(4):907–912

    Google Scholar 

  • Yao Z-h, Chen Z-h, Li J-g et al (2017) Meso-structure dynamic evolution characteristic of undisturbed loess based on CT technology. Trans Chin Soc Agric Eng 33(13):134–142

    Google Scholar 

  • Ye W-j, Yang G-s, Peng J-b et al (2012) Test research on mechanism of freezing and thawing cycle resulting in loess slope spalling hazards in Luochuan. Chin J Rock Mech Eng 31(1):199–205

    Google Scholar 

  • Yuan Z-x, Wang L-m, Deng J (2005) The application of SEM microstructure images to the study for the structure properties of loess. Geotech Investig Survey 4:1–4

    Google Scholar 

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Funding

National Natural Science Foundation of China (nos. 41672305 and 41172262).

Shaanxi key scientific and technological innovation team plan (no. 2014KCT-30).

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Correspondence to Changqing Li.

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Ye, W., Li, C. The consequences of changes in the structure of loess as a result of cyclic freezing and thawing. Bull Eng Geol Environ 78, 2125–2138 (2019). https://doi.org/10.1007/s10064-018-1252-3

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  • DOI: https://doi.org/10.1007/s10064-018-1252-3

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