In this study, freeze-thaw cycles were conducted on samples of a fine grained soil from the Qinghai–Tibetan plateau which had been prepared with different dry unit weights. During freeze-thaw cycles, electrical resistivity was measured. The soil samples were also scanned by X-ray computed tomography (CT) before and after freeze-thaw cycles. Unconsolidated and drained (UD) triaxial compression test was performed to obtain the apparent friction angle and cohesion. Changes in the arrangement and connections between soil particles were analyzed so as to investigate the mechanisms of changes in the strength parameters. The electrical resistivity increased in all samples, regardless of the different original dry unit weights, which implies that in all cases the arrangement of soil particles became more irregular and attached area between soil particles was increased. These changes contributed to the increase of apparent friction angle. On the other hand, the CT scans indicated that, depending upon the original dry unit weight, freeze-thaw cycles induced strengthening or deterioration in particle connections, and thus apparent cohesion was increased or decreased. With three freeze-thaw cycles, changes in microstructure of soil samples led to increases or decrease in both the apparent friction angle and cohesion.
Issue Section:
Polar and Arctic Engineering
References
1.
Eigenbrod
, K. D.
, 1996
, “Effects of Cyclic Freezing and Thawing on Volume Changes and Permeabilities of Soft Fine-Grained Foils
,” Can. Geotech. J.
, 33
(4
), pp. 529
–537
.2.
Sheng
, Z. J.
, 2004
, “Weathering Resistant Design an Important Aspect of Future Development of Geotechnical Engineering Design
,” Chin. J. Geotech. Eng.
, 26
(6), pp. 866
–869
.3.
Qi
, J. L.
, Pieter
, V.
, and Cheng
, G. D.
, 2006
, “A Review of the Influence of Freeze‐Thaw Cycles on Soil Geotechnical Properties
,” Permafrost Periglacial Processes
, 17
(3
), pp. 245
–252
.4.
Graham
, J.
, and Au
, V. C. S.
, 1985
, “Effects of Freeze-Thaw and Softening on a Natural Cay at Low Stresses
,” Can. Geotech. J.
, 22
(1
), pp. 69
–78
.5.
Alkire
, B. D.
, and Morrison
, J. M.
, 1982
, “Change in Soil Structure Due to Freeze-Thaw and Repeated Loading
,” Transp. Res. Rec.
, 918
, pp. 15
–22
.6.
Ogata
, N.
, Kataoka
, T.
, and Komiya
, A.
, 1985
, “Effect of Freezing-Thawing on the Mechanical Properties of Soil
,” Ground Freezing 85
, A.A. Balkema
, Rotterdam, The Netherlands
, Vol. 1
, pp. 201
–207
.7.
Qi
, J. L.
, Ma
, W.
, and Song
, C. X.
, 2008
, “Influence of Freeze-Thaw on Engineering Properties of a Silty Soil
,” Cold Reg. Sci. Technol.
, 53
(3
), pp. 397
–404
.8.
Chamberlain
, E. J.
, and Gow
, A. J.
, 1979
, “Effect of Freezing and Thawing on the Permeability and Structure of Soils
,” Eng. Geol.
, 13
(4), pp. 73
–92
.9.
Othman
, M. A.
, and Benson
, C. H.
, 1993
, “Effect of Freeze-Thaw on the Hydraulic Conductivity and Morphology of Compacted Clay
,” Can. Geotech. J.
, 30
(2
), pp. 236
–246
.10.
Qi
, J. L.
, Zhang
, J. M.
, and Zhu
, Y. L.
, 2003
, “Influence of Freeze-Thawing on Soil Structure and Its Soil Mechanics Significance
,” Chin. J. Rock Mech. Eng.
, 22
(Suppl. 2
), pp. 2690
–2694
.11.
Archie
, G. E.
, 1942
, “The Electrical Resistivity Log as An Aid in Determining Some Reservoir Characteristics
,” Trans. AIME
, 146
(1
), pp. 54
–61
.12.
Thevananyagam
, S.
, 1993
, “Electrical Response of Two-Phase Soil
,” ASCE J. Geotech. Eng.
, 119
(8
), pp. 1250
–1275
.13.
Arulmoli
, K.
, and Arulanandan
, K.
, 1994
, “Review of An Electrical Method for Evaluation of Stress Ratio Required to Cause Liquefaction and Dynamic Modulus
,” Dynamic Geotechnical Testing
, ASTM
, Philadelphia, PA
, pp. 118
–130
.14.
Zeyad
, S.
, 1996
, “Electrical Resistivity of Compacted Clays
,” ASCE J. Geotech. Eng.
, 122
(5
), pp. 397
–406
.15.
Tumidajski
, K.
, 1996
, “On the Relationship Between Porosity and Electrical Resistivity in Cementitious Systems
,” Cem. Concr. Res.
, 26
(4
), pp. 539
–544
.16.
Arulanandan
, K.
, and Kutter
, B.
, 1978
, “A Directional Structure Index Related to Sand Liquefaction
,” Specially Conference on Earthquake Engineering and Soil Dynamics
, ASCE
, Pasadena, CA, pp. 213
–230
.17.
Arulanandan
, K.
, and Muraleetharan
, K.
, 1988
, “Level Ground Soil Liquefaction Analysis Using in Situ Properties
,” ASCE J. Geotech. Eng.
, 114
(7
), pp. 753
–789
.18.
Petrovic
, A. M.
, Siebert
, J. E.
, and Rieke
, P. E.
, 1982
, “Soil Bulk Density in Three Dimensions by Computed Tomographic Scanning
,” Soil Sci. Soc. Am. J.
, 46
(3
), pp. 445
–450
.19.
Toshiyuki
, K.
, 1990
, “Nondestructive Three Dimensional Density Measurements of Ice Core Samples by X-Ray Computed Tomography
,” J. Geophys. Res.
, 95
(B8
), pp. 12407
–12412
.20.
Ghazavi
, M.
, and Roustaei
, M.
, 2013
, “Freeze-Thaw Performance of Clayey Soil Reinforced With Geotextile Layer
,” Cold Reg. Sci. Technol.
, 89
(7), pp. 22
–29
.21.
Yang
, G. S.
, Xie
, D. Y.
, and Zhang
, C. Q.
, 1998
, “The Quantitative Analysis of Distribution Regulation of CT Values of Rock Damages
,” Chin. J. Rock Mech. Eng.
, 17
(3
), pp. 279
–285
.22.
Ren
, J. X.
, and Ge
, X. R.
, 2001
, “Study of Rock Meso-Damage Evolution Law and Its Constitutive Model Under Uniaxial Compression Loading
,” Chin. J. Rock Mech. Eng.
, 20
(4
), pp. 425
–431
.23.
Fukue
, M.
, Minato
, T.
, Horibe
, H.
, and Taya
, N.
, 1999
, “The Micro-Structures of Clay Given by Resistivity Measurements
,” Eng. Geol.
, 54
(1–2), pp. 43
–53
.24.
Hounsfield
, G. N.
, 1973
, “Computerized Transverse Axial Scanning (Tomography)—Part 1: Description of System
,” Brit. J. Radiol.
, 46
(552
), pp. 1016
–1022
.25.
Agus
, S. S.
, Leong
, E. C.
, and Rahardjo
, H.
, 2001
, “Soil–Water Characteristic Curves of Singapore Residual Soils
,” Geotech. Geol. Eng.
, 19
(3), pp. 285
–309
.26.
Qi
, G. Q.
, and Huang
, R. Q.
, 2015
, “Laboratory Test Study on Volumetric Strain Due to a Simple Change of Suction
,” Chin. J. Eng. Geol.
, 23
(3
), pp. 491
–497
.27.
Bishop
, A. W.
, and Bierrum
, L.
, 1960
, “The Relevance of the Triaxial Test to the Solution of Stability Problems
,” Research Conference on Shear Strength of Cohesive Soils
, ASCE
, Vol. 75, pp. 437
–501
.28.
Fredlund
, D. G.
, and Hariantor
, R.
, 1993
, Soil Mechanics for Unsaturated Soil
, Wiley
, New York
.29.
Ekachai
, M.
, 2011
, “Influence of Suction on Apparent Friction Angle of Granular Soils
,” Electron. J. Geotech. Eng.
, 16
(L), pp. 1255–1260.30.
Yan
, Y. J.
, Wen
, B. P.
, and Ji
, B. X.
, 2011
, “Contribution of Matric Suction to Shear Strength of Unsaturated Remolded Loess Soils
,” Chin. J. Eng. Geol.
, 19
(6
), pp. 865
–874
.31.
Guo
, X. J.
, Liu
, T.
, Jia
, Y. G.
, and Huang
, X. Y.
, 2003
, “The Study of the Relationship Between Engineering Mechanical Properties and Resistivity of Soils
,” Chin. J. Prog. Geophys.
, 18
(1
), pp. 151
–155
.32.
Wang
, J.
, 2012
, “Research on the Mechanical Properties of Subgrade Soil After Several Freeze-Thaw Cycles in Seasonally Frozen Soil Region and Microscopic Mechanism Analysis
,” Ph.D. thesis, Jilin University, Changchun Shi, Jilin, China.33.
Leroueil
, S.
, Tardif
, J.
, Roy
, M.
, and Konrad
, J. M.
, 1991
, “Effects of Frost on the Mechanical Behavior of Champlain Sea Clays
,” Can. Geotech. J.
, 28
(5
), pp. 690
–697
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