Technical Papers
Dec 17, 2020

Effects of Pore Water Volume on K0 for Sand Subject to Freezing and Thawing

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 3

Abstract

In this study, the coefficient of lateral earth pressure at rest (K0) for sand subject to freezing and thawing was investigated, focusing on the effect of pore water volume. Unfrozen (UF), frozen (FR), and thawed (TH) conditions were all addressed and considered in the investigation. Experimental testing programs were established and conducted to characterize the values of K0 for different degrees of saturation (Sr) and relative densities. The effects of freezing and thawing on K0 were significant for the fully saturated condition of Sr=100%, whereas they were negligible for partially saturated or unsaturated conditions. For FR condition, the values of K0 were low during the early loading stage and increased gradually as σv increased due to the breakage of pore ice. The lower K0 values for FR condition were more significant for higher Sr. After thawing, a net volume increase was observed for Sr=100%, thereby an increase in K0 took place. This phenomenon was suggested as an important aspect for the stability of retaining structures during thawing periods. The computerized tomography images and the shear wave velocities for UF and TH conditions confirmed the effect of Sr on K0. A K0 estimation method considering the effect of freezing and thawing was proposed, showing an improved prediction of K0.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the Basic Science Research Program through the Korea Institute of Energy Technology Evaluation and Planning (KETEP), the Ministry of Trade, Industry & Energy (MOTIE), the National Research Foundation of Korea (NRF), and the Korea Agency for Infrastructure Technology Advancement (KAIA) with grants funded by the government of Korea (Nos. 20194030202460, 2020R1A2C201196611, and 20SMIP-A156488-01).

References

Adams, R., and L. Bischof. 1994. “Seeded region growing.” IEEE Trans. Pattern Aanl. 16 (6): 641–647. https://doi.org/10.1109/34.295913.
Berg, R. L., G. L. Guymon, and T. C. Johnson. 1980. Mathematical model to correlate frost heave of pavements with laboratory predictions. Hanover, NH: Cold Regions Research and Engineering Laboratory.
Bronfenbrener, L., and R. Bronfenbrener. 2010. “Frost heave and phase front instability in freezing soils.” Cold Reg. Sci. Technol. 64 (1): 19–38. https://doi.org/10.1016/j.coldregions.2010.07.001.
Cannell, G. H., and W. H. Gardner. 1959. “Freezing-point depressions in stabilized soil aggregates, synthetic soil, and quartz sand.” Soil Phys. 23 (6): 418–422. https://doi.org/10.2136/sssaj1959.03615995002300060018x.
Chamberlain, E. J., and A. J. Gow. 1979. “Effect of freezing and thawing on the permeability and structure of soils.” Eng. Geol. 13 (1–4): 73–92. https://doi.org/10.1016/0013-7952(79)90022-X.
Chamberlain, E. J., I. Iskandar, and S. E. Hunsicker. 1990. “Effect of freeze thaw cycles on the permeability and macrostructure of soils.” In Proc., Int. Symp. on Frozen Soil Impacts on Agricultural, Range, and Forest Lands, 145–155. Spokane, WA: Solutions to Environmental and Economic Problems.
Cheng, Z., and J. Wang. 2018. “A particle-tracking method for experimental investigation of kinematics of sand particles under triaxial compression.” Powder Technol. 328 (Apr): 436–451. https://doi.org/10.1016/j.powtec.2017.12.071.
Dai, S., and C. Santamarina. 2017. “Stiffness evolution in frozen sands subjected to stress changes.” J. Geotech. Geoenviron. Eng. 143 (9): 04017042. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001713.
Eigenbrod, K. D. 1996. “Effects of cyclic freezing and thawing on volume changes and permeability of soil fine-grained soils.” Can. Geotech. J. 33 (4): 529–537. https://doi.org/10.1139/t96-079-301.
Hamouche, K. K., S. Leroueil, M. Roy, and A. J. Lutenegger. 1995. “In situ evaluation of K0 in eastern Canada clays.” Can. Geotech. J. 32 (4): 677–688. https://doi.org/10.1139/t95-067.
Hoyos, L. R., E. A. Suescún-Florez, and A. J. Puppala. 2015. “Stiffness of intermediate unsaturated soil from simultaneous suction-controlled resonant column and bender element testing.” Eng. Geol. 188 (Apr): 10–28. https://doi.org/10.1016/j.enggeo.2015.01.014.
Hsiao, Y. T., C. L. Chuang, J. A. Jiang, and C. C. Chien. 2005. “A contour based image segmentation algorithm using morphological edge detection.” In Vol. 3 of Proc., IEEE Int. Conf. on Systems, Man and Cybernetics, 2962–2967. New York: IEEE.
Jafarzadeh, F., and H. Sadeghi. 2012. “Experimental study on dynamic properties of sand with emphasis on the degree of saturation.” Soil Dyn. Earthquake Eng. 32 (1): 26–41. https://doi.org/10.1016/j.soildyn.2011.08.003.
Jaky, J. 1944. “The coefficient of earth pressure at rest.” [In Hungarian.] J. Soc. Hung. Eng. Arch. 355–358.
Kang, M., and J. Lee. 2015. “Evaluation of the freezing-thawing effect in sand-silt mixtures using elastic waves and electrical resistivity.” Cold Reg. Sci. Technol. 133 (May): 1–11. https://doi.org/10.1016/j.coldregions.2015.02.004.
Kolymbas, D., and E. Bauer. 1993. “Soft oedometer: A new testing device and its application for the calibration of hypoplastic constitutive laws.” Geotech. Test. J. 16 (2): 263–270. https://doi.org/10.1520/GTJ10044J.
Konrad, J., and M. Samson. 2000. “Hydraulic conductivity of kaolinite-silt mixtures subjected to closed-system freeze and thaw consolidation.” Can. Geotech. J. 37 (4): 857–869. https://doi.org/10.1139/t00-003.
Ku, T., and P. W. Mayne. 2015. “In situ lateral stress coefficient (K0) from shear wave velocity measurements in soils.” J. Geotech. Geoenviron. Eng. 141 (12): 06015009. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001354.
Lee, J., D. Lee, D. Park, D. Kyung, G. Kim, and I. Kim. 2016. “Effect of freezing and thawing on K0 geostatic stress state for granular materials.” Granular Matter 18 (3): 1–13. https://doi.org/10.1007/s10035-016-0665-6.
Lee, J., T. S. Yun, D. Lee, and J. Lee. 2013. “Assessment of K0 correlation to strength for granular materials.” Soils Found. 53 (4): 584–595. https://doi.org/10.1016/j.sandf.2013.06.009.
Liu, J., D. Chang, and Q. Yu. 2016. “Influence of freeze-thaw cycles on mechanical properties of a silty sand.” Eng. Geol. 210 (Aug): 23–32. https://doi.org/10.1016/j.enggeo.2016.05.019.
Makusa, G. P., S. L. Bradshaw, E. Berns, C. H. Benson, and S. Knutsson. 2014. “Freeze-thaw cycling concurrent with cation exchange and the hydraulic conductivity of geosynthetic clay liners.” Can. Geotech. J. 51 (6): 591–598. https://doi.org/10.1139/cgj-2013-0127.
Marchetti, S. 1980. “In-situ tests by flat dilatometer.” J. Geotech. Eng. Div. 106 (3): 299–321. https://doi.org/10.1016/0148-9062(80)90781-0.
Matsumura, S., S. Miura, S. Yokohama, and S. Kawamura. 2015. “Cyclic deformation-strength evaluation of compacted volcanic soil subjected to freeze-thaw sequence.” Soils Found. 55 (1): 86–98. https://doi.org/10.1016/j.sandf.2014.12.007.
Mayne, P. W., and F. H. Kulhawy. 1982. “K0-OCR relationship in soil.” J. Geotech. Eng. Div. 108 (6): 851–872. https://doi.org/10.1016/0148-9062(83)91623-6.
Mesri, G., and T. M. Hayat. 1993. “Coefficient of earth pressure at rest.” Can. Geotech. J. 30 (4): 647–666. https://doi.org/10.1139/t93-056.
Mesri, G., and B. Vardhanabhuti. 2007. “Coefficient of earth pressure at rest for sands subjected to vibration.” Can. Geotech. J. 44 (10): 1242–1263. https://doi.org/10.1139/T07-032.
Northcutt, S., and D. Wijewickreme. 2013. “Effect of particle fabric on the coefficient of lateral earth pressure observed during one dimensional compression of sand.” Can. Geotech. J. 50 (5): 457–466. https://doi.org/10.1139/cgj-2012-0162.
Pagano, A. G., A. Tarantino, and V. Magnanimo. 2019. “A microscale-based model for small-strain stiffness in unsaturated granular geomaterials.” Géotechnique 69 (8): 687–700. https://doi.org/10.1680/jgeot.17.P.238.
Rowe, R. K., T. Mukunoki, and R. J. Bathurst. 2008. “Hydraulic conductivity to Jet-A1 of GCLs after up to 100 freeze-thaw cycles.” Géotechnique 58 (6): 503–511. https://doi.org/10.1680/geot.2008.58.6.503.
Santamarina, J. C., K. A. Klein, and M. A. Fam. 2001. Soils and waves: Particular materials behavior, characterization and process monitoring. New York: Wiley.
Shoop, S. A., and S. R. Bigl. 1997. “Moisture migration during freeze and thaw of unsaturated soils: Modeling and large scale experiments.” Cold Reg. Sci. Technol. 25 (1): 33–45. https://doi.org/10.1016/S0165-232X(96)00015-8.
Sully, J. P., and R. G. Campanella. 1995. “Evaluation of in-situ anisotropy from crosshole and downhole shear wave velocity measurements.” Géotechnique 45 (2): 267–282. https://doi.org/10.1680/geot.1995.45.2.267.
Sun, Q., J. Zheng, H. He, and Z. Li. 2019. “Particulate material fabric characterization from volumetric images by computational geometry.” Powder Technol. 344 (Feb): 804–813. https://doi.org/10.1016/j.powtec.2018.12.070.
Taylor, H. F., C. O’Sullivan, and W. W. Sim. 2015. “A new method to identify void constrictions in micro-CT images of sand.” Comput. Geotech. 69 (Sep): 279–290. https://doi.org/10.1016/j.compgeo.2015.05.012.
Viklander, P. 1998. “Permeability and volume changes in till due to cyclic freeze/thaw.” Can. Geotech. J. 35 (3): 471–477. https://doi.org/10.1139/t98-015.
Wanatowski, D., and J. Chu. 2007. “K0 of sand measured by a plane-strain apparatus.” Can. Geotech. J. 44 (8): 1006–1012. https://doi.org/10.1139/t07-038.
Watanabe, K., and M. Flury. 2008. “Capillary bundle model of hydraulic conductivity for frozen soil.” Water Resour. Res. 44 (12): W12402. https://doi.org/10.1029/2008WR007012.
Wu, S., D. H. Gray, and F. E. Richart. 1984. “Capillary effects on dynamic modulus of sands and silts.” J. Geotech. Geoenviron. Eng. 110 (9): 1188–1203. https://doi.org/10.1061/(ASCE)0733-9410(1984)110:9(1188).
Yamamoto, Y., and S. M. Springman. 2014. “Axial compression stress path tests on artificial frozen soil samples in a triaxial device at temperatures just below 0°C.” Can. Geotech. J. 51 (10): 1178–1195. https://doi.org/10.1139/cgj-2013-0257.
Yamamoto, Y., and S. M. Springman. 2019. “Triaxial stress path tests on artificially prepared analogue alpine permafrost soil.” Can. Geotech. J. 56 (10): 1448–1460. https://doi.org/10.1139/cgj-2017-0737.
Zhu, F., J. I. Clark, and M. J. Paulin. 1995. “Factors affecting at-rest lateral stress in artificially cemented sands.” Can. Geotech. J. 32 (2): 195–203. https://doi.org/10.1139/t95-023.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 3March 2021

History

Received: Dec 18, 2019
Accepted: Oct 20, 2020
Published online: Dec 17, 2020
Published in print: Mar 1, 2021
Discussion open until: May 17, 2021

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Authors

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Incheol Kim
Ph.D. Candidate, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 120-749, Korea.
Donghun Lee
Graduated Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 120-749, Korea.
Yejin Kim
Graduated Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 120-749, Korea.
Tae Sup Yun
Professor, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 120-749, Korea.
Professor, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 120-749, Korea (corresponding author). ORCID: https://orcid.org/0000-0001-9653-7993. Email: [email protected]

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