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Effect of freezing and thawing on \(\hbox {K}_{0}\) geostatic stress state for granular materials

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Abstract

The coefficient of lateral stress at rest, \(\hbox {K}_{0}\), is an important soil parameter that characterizes the geostatic stress state of soils. In this study, an experimental testing program was established to investigate the values of \(\hbox {K}_{0}\) for granular materials that are subject to freezing and thawing. Various material conditions, including different fines contents, relative densities and freezing-thawing cycles, were considered in the testing program. The values of \(\hbox {K}_{0}\) for thawed condition were higher than for unfrozen condition with net volume decrease. The effect of freezing and thawing became more pronounced as fines content increased while the effect of relative density was small. From the multi-cycled freezing-thawing tests, it was observed that the increase in \(\hbox {K}_{0}\) was most significant during the first freezing-thawing cycle. For frozen condition, the values of \(\hbox {K}_{0}\) were very low up to a certain limit stress level. Beyond the limit stress level, the values of \(\hbox {K}_{0}\) became higher and close to those of unfrozen condition. The increases in \(\hbox {K}_{0}\) with net volume decrease after freezing and thawing process was explained with internal changes in microstructure and stress state of soils.

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References

  1. Kolymbas, D., Bauer, E.: Soft oedometer: a new testing device and its application for the calibration of hypoplastic constitutive laws. Geotech. Test. J. 16(2), 263–270 (1993)

    Article  Google Scholar 

  2. Fioravante, V., Jamiolkowski, M., LoPresti, D.C.F.: Assessment of the coefficient of earth pressure at rest from shear wave velocity. Geotechnique 48(5), 657–666 (1998)

    Article  Google Scholar 

  3. Ku, T., Mayne, P.W.: Evaluating the in situ lateral stress coefficient (K\(_{0}\)) of soils via paired shear wave velocity modes. J. Geotech. Geoenviron. Eng. 139(5), 775–787 (2013)

    Article  Google Scholar 

  4. Jaky, J.: The coefficient of earth pressure at rest. In Hungarian (a nyugalmi nyomas tenyezoje). J. Soc. Hung. Arch. (Magyar Mernok es Epitesz-Eglyet Kozlonye), 355–358 (1944)

  5. Jaky, J.: ‘Pressure in silos. In: Proceedings of 2nd International Soil Mechanics and Foundation Engineering, No.1, pp. 103–107 (1948)

  6. Mayne, P.W., Kulhawy, F.H.: K\(_{0}\)-OCR relationship in soil. J. Geotech. Eng. Div. 108(GT6), 851–872 (1982)

    Google Scholar 

  7. Hanna, A., Al-Romhein, R.: At-rest earth pressure of overconsolidated cohesionless soil. J. Geotech. Geoenviron. Eng. ASCE 134(3), 408–412 (2008)

    Article  Google Scholar 

  8. Ishihara, K.: At-rest and compaction-induced lateral earth pressures of mosit soils. Ph.D Thesis, Virginia Polytechnic Institute and State University, USA (1993)

  9. Wanatowski, D., Chu, J.: \({\rm K}_{0}\) of sand measured by a plane-strain apparatus. Can. Geotech. J. 44, 1006–1012 (2007)

    Article  Google Scholar 

  10. Lee, J., Yun, T.S., Lee, D., Lee, J.: Assessment of \({\rm K}_{0}\) correlation to stregnth for granular materials. Soils Found. 53(4), 584–595 (2013)

    Article  MathSciNet  Google Scholar 

  11. Chamberlain, E.J., Iskandar, I., Hunsicker, S.E.: Effect of freeze-thaw cycles on the permeability and macrostructure of soils. In: Proceedings of International Symposium on Frozen Soil Impacts on Agricultural, Range and Forest Lands, Spokane, Washindton, pp. 145–155 (1990)

  12. Othman, M.A., Besnson, C.H.: Effect of freeze-thaw on the hydraulic conductivity of three compacted clays from Wisconsin. Transp. Res. Rec. 1369, 118–125 (1992)

    Google Scholar 

  13. Konrad, J., Samson, M.: Hydraulic conductivity of kaolinite-silt mixtures subjected to closed-system freeze and thaw consolidation. Can. Geotech. J. 37, 857–869 (2000)

    Article  Google Scholar 

  14. Simonsen, E., Isacsson, U.: Soil behavior during freezing and thawing using variable and constant confining pressure triaxial tests. Can. Geotech. J. 38, 863–875 (2001)

    Article  Google Scholar 

  15. Yarbasi, N., Kalkan, E., Akbulut, S.: Modification of the geotechnical properties, as influenced by freeze-thaw, of granular soils with waste additives. Cold Reg. Sci. Technol. 48, 44–55 (2007)

    Article  Google Scholar 

  16. Mesri, G., Hayat, T.M.: Coefficient of earth pressure at rest. Can. Geotech. J. 30(4), 647–666 (1993)

    Article  Google Scholar 

  17. Michalowski, R.L.: Coefficient of earth pressure at rest. J. Geotech. Geoenviron. Eng. 131(11), 1429–1433 (2005)

    Article  Google Scholar 

  18. Pipatpongsa, T., Heng, S., Iizuka, A., Ohta, H.: Rationale for coefficient of earth pressure at rest derived from prismatic sand heap. J. Appl. Mech. 12, 383–394 (2009)

    Google Scholar 

  19. Lee, J., Lee, D., Park D.: Experimental investigation on the coefficient of lateral earth pressure at rest of silty sands: effect of fines. Geotech. Test. J. 37(6), 967–979 (2014)

  20. Meyerhof, G.G.: Bearing capacity and settlement of pile foundations. J. Geotech. Eng. Div. 102(3), 195–228 (1976)

  21. Northcutt, S., Wijewickreme, D.: Effect of particle fabric on the coefficient of lateral earth pressure observed during one-dimensional compression of sand. Can. Geotech. J. 50, 457–466 (2013)

  22. Chamberlain, E.J., Gow, A.J.: Effect of freezing and thawing on the permeability and structure of soils. Eng. Geol. 13(1–4), 73–92 (1979)

    Article  Google Scholar 

  23. Czurda, K.A., Hohmann, M.: Freezing effect on shear strength of clayey soils. Appl. Clay Sci. 12, 165–187 (1997)

    Article  Google Scholar 

  24. Eigenbrod, K.D.: Effects of cyclic freezing and thawing on volume changes and permeability of soil fine-grained soils. Can. Geotech. J. 33(4), 529–537 (1996)

    Article  Google Scholar 

  25. Viklander, P.: Permeability and volume changes in till due to cyclic freeze/thaw. Can. Geotech. J. 35, 471–477 (1998)

    Article  Google Scholar 

  26. Li, G., Ma, W., Zhao, S., Mao, Y., Mu, Y.: Effect of freeze-thaw cycles on mechanical behavior of compacted fine-grained soil. In: Proceedings of Cold Regions Engineering 2012: Sustainable Infrastructure Development in a Changing Cold Environment, ASCE, Quebec, pp. 72–81 (2012)

  27. Kalkan, E.: Effects of silica fume on the geotechnical properties of fine-grained soils exposed to freeze and thaw. Cold Reg. Sci. Technol. 58, 130–135 (2009)

    Article  Google Scholar 

  28. Alkire, B., Morrison, : Change in soil structure due to freeze-thaw and repeated loading. Transp. Res. Rec. 918, 15–22 (1982)

    Google Scholar 

  29. Lee, J., Salgado, R., Carraro, A.: Stiffness degradation and shear stregnth of silty sands. Can. Geotech. J. 41(5), 831–843 (2004)

    Article  Google Scholar 

  30. Okochi, Y., Tatsuoka, F.: Some factors affecting \({\rm K}_{0}\)-values of sand measured in triaxial cell. Soils Found. 24(3), 52–68 (1984)

    Article  Google Scholar 

  31. Ting, C.M.R., Sills, G.C., Wijeyesekera, D.C.: Development of \({\rm K}_{0}\) in soft soils. Geotechnique 44(1), 101–109 (1994)

    Article  Google Scholar 

  32. Thomann, T.G., Hryciw, R.D.: Laboratory measurement of small strain shear modulus under \({\rm K}_{0}\) conditions. Geotech. Test. J. 13(2), 97–105 (1990)

    Article  Google Scholar 

  33. Zhu, F., Clark, J.I., Paulin, M.J.: Factors affecting at-rest lateral stress in artificially cemented sands. Can. Geotech. J. 32(2), 195–203 (1995)

    Article  Google Scholar 

  34. Bragg, R., Anderson, O.: Strain dependence of Poisson’s ratio for frozen and. In: Proceedings of 4th Canadian Permafrost Conference on Laboratory Testing of Frozen Soils, pp. 365–373 (1982)

  35. Lee, M., Fossum, A., Costin, L., Bronowski, D.: Frozen Soil Material Testing and Constitutive modeling. Sandia National Laboratories, Sandia Report (2002)

  36. Sheng, Y., Peng, W., Wen, Z., Fukuda, M.: Physical properties of frozen soils measured using ultrasonic techniques. In: Permafrost, Phillips, Springman, Arenson (eds) Proceedings of 8th International Conference on Permafrost, vol. 2, pp. 1035–1038 Zurich (2003)

  37. Yao, X., Qi, J., Yu, F.: Study on lateral earth pressure coefficient at rest for frozen soils. J. Offshore Mech. Arct. Eng. 136, 011301–011306 (2014)

    Article  Google Scholar 

  38. Nixon, J.F., Morgenstern, N.R.: The residual stress in thawing soils. Can. Geotech. J. 10, 571–580 (1973)

    Article  Google Scholar 

Download references

Acknowledgments

This work was also supported by the National Research Foundation of Korea (NRF) grant funded by the Korea government (MSIP) (No. 2011-0030040).

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Correspondence to Junhwan Lee.

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Lee, J., Lee, D., Park, D. et al. Effect of freezing and thawing on \(\hbox {K}_{0}\) geostatic stress state for granular materials. Granular Matter 18, 69 (2016). https://doi.org/10.1007/s10035-016-0665-6

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  • DOI: https://doi.org/10.1007/s10035-016-0665-6

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