Chapter
May 9, 2024

Experimental Study on Structural Anisotropy of Subgrade Soil Induced by Freeze–Thaw Cycles

Publication: Cold Regions Engineering 2024: Sustainable and Resilient Engineering Solutions for Changing Cold Regions

ABSTRACT

Studies on the induced anisotropy of soil by the shear wave velocity test with bender elements have been investigated for decades, but few considered the anisotropy of soil induced by freeze–thaw cycles. This study reports the shear wave velocities of subgrade soil specimens subjected to different numbers of freeze–thaw cycles measured using bender element tests. Taking shear modulus and anisotropy index as the evaluation indicators, the evolution law of structural anisotropy of subgrade soil after different numbers of freeze–thaw cycles was systematically analyzed. The results showed that the freeze–thaw cycles can induce new structural anisotropy of subgrade soil. For the specimen with optimal moisture content which had undergone freeze–thaw cycles in a closed system, the shear modulus exhibited a slight decrease in the vertical direction and a slight increase in the horizontal direction as the number of freeze–thaw cycles increased, and the anisotropy indices were between 1.28 and 1.62. For the saturated specimen, the shear modulus exhibited a decreasing trend and eventually reached a stable state as the number of freeze–thaw cycles increased, and the anisotropy indices were between 1.1 and 1.25. The anisotropy index of the subgrade soil increased as the number of freeze–thaw cycles increased, and its growth decreased and tended to be stable after the 7th freeze–thaw cycle. The relationship between the anisotropy index of subgrade soil specimen and the number of freeze–thaw cycles could be quantitatively represented by an exponential function.

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REFERENCES

Escribano D, Nash D. Changing Anisotropy of G0 in Hostun Sand During Drained Monotonic and Cyclic Loading[J]. Soils and Foundations, 2015, 55(5): 974-984.
Feng D C, Lin B, Zhang F, et al. A review of freeze-thaw effects on soil geotechnical properties[J]. Scientia Sinica Technologica, 2017, 47(2): 111-127. (in Chinese)
Hu R M, Li X Q, Guan G L, et al. Quantitative model of microstructure of cohesive soil and its engineering geological characteristics [M]. Beijing: Geological Publishing House, 1995. (in Chinese)
Ingale R, Patel A, Mandal A. Performance Analysis of Piezoceramic Elements in Soil: a Review[J]. Sensors and Actuators A: Physical, 2017, 262: 46-63.
Kang X, Bate B. Shear Wave Velocity and Its Anisotropy of Polymer Modified High-volume Class-f Fly Ash-kaolinite Mixtures[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142(12): 4016068.
Kim T, Finno R J. Anisotropy Evolution and Irrecoverable Deformation in Triaxial Stress Probes[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(2): 155-165.
Kong Q, Wang R, Song G, et al. Monitoring the Soil Freeze-thaw Process Using Piezoceramic-based Smart Aggregate[J]. Journal of Cold Regions Engineering, 2014, 28(2): 6014001.
Lin B. Mechanical properties of thawed clay and permanent deformation of subgrade in seasonal frozen regions[D]. Harbin Institute of Technology, 2018. (in Chinese)
Lu Y N, Li X P, Han Y H. Mechanical characteristics of anisotropic sandstone under freeze-thaw cycles[J]. Journal of Glaciology and Geocryology, 2020, 42(3): 169-178. (in Chinese)
Ng C W, Leung E H. Determination of Shear-wave Velocities and Shear Moduli of Completely Decomposed Tuff[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(6): 630-640.
Payan M, Khoshghalb A, Senetakis K, et al. Small-strain Stiffness of Sand Subjected to Stress Anisotropy[J]. Soil Dynamics and Earthquake Engineering, 2016, 88(S C): 143-151.
Pennington D S, Nash D F T, Lings M L. Anisotropy of G0 Shear Stiffness in Gault Clay[J]. Géotechnique, 1997, 47(3): 391-398.
Qi J L, Zhang J M, Zhu Y L. Influence of freezing-thawing on soil structure and its soil mechanics significance[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(S2) : 2 690-2 694 . (in Chinese)
Wang T H, Yang T, Lu J. Influence of dry density and freezing-thawing cycle on anisotropic permeability of loess[J]. Rock and Mechnics, 2016, 37(S1): 72-78. (in Chinese)
The National Standards Compilation Group of People’s Republic of China. GB/T 50123—2019 Standard for soil test method[S]. Beijing: China Planning Press, 2019. (in Chinese)
The Professional Standards Compilation Group of People’s Republic of China. JTG 3430—2020 Test methods of soils for highway engineering[S]. Beijing: China Communications Press, 2020. (in Chinese)
Wu H W, Li Q, Liu G B. Measurements of small-strain inherent stiffness anisotropy of intact Shanghai soft clay using bender elements[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 150-156. (in Chinese)
Zhao Q, Su L J, Liu H, et al. Investigation on the influence of freezing-thawing cycle on the permeability coefficient anisotropy of loess[J]. Journal of Glaciology and Geocryology, 2020, 42(3): 843-853. (in Chinese)
Zheng Y, Ma W, Bing H. Impact of freezing and thawing cycles on structure of soils and its mechanism analysis by laboratory testing[J]. Rock and Soil Mechanics, 2015, 36(5):1 282–1 287. (in Chinese)
Zhou Y G. Shear Wave Velocity-Based Characterization of Soil Structure and Its Effects on Dynamic Behavior[D]. Zhejiang University, 2007. (in Chinese)

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Go to Cold Regions Engineering 2024
Cold Regions Engineering 2024: Sustainable and Resilient Engineering Solutions for Changing Cold Regions
Pages: 325 - 334

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Published online: May 9, 2024

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Bo Lin, Ph.D. [email protected]
Poly Changda Overseas Engineering Co., Ltd., Guangdong Province, Guangzhou. Email: [email protected]
Kuang Jianju [email protected]
Poly Changda Overseas Engineering Co., Ltd., Guangdong Province, Guangzhou. Email: [email protected]
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China (corresponding author). Email: [email protected]
Jinan Energy Engineering Group Co., Ltd., Shandong Province, Jinan, China. Email: [email protected]

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