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Reconsidering Secondary Compressibility of Soil

Abstract

The effects of effective stress and void ratio on the secondary compressibility of the sandy and clayey soils were investigated in this study. The coefficient of secondary compression of Ottawa sand in single stage and stepwise loading tests increases with effective vertical stress while that of saturated kaolinite decreases with effective vertical stress. Multi-staged loading tests showed that at a given effective stress, the higher the void ratios of the soils, the higher the coefficients of secondary compression of the soils are. It was concluded that the secondary compressibility of a soil depends on not only the effective stress, but also the void ratio of the soil. A general relationship between the coefficient of secondary compression, and effective stress and void ratio was proposed for soil. The discrepancy of the dependency of secondary compressibility on effective stress for different soils was well explained using this relationship, moreover, the quasi-overconsolidated state of clayed soil induced by time effect and the effect of surcharge preloading on the secondary compressibility of soft ground were discussed in light of the general relationship.

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References

  1. 1.

    Mitchell JK, Soga K (2005) Fundamentals of soil behaviour, 3rd edn. John Wiley & Sons, New Jersey

    Google Scholar 

  2. 2.

    Kargar SHR, Shahnazari H, Salehzadeh H (2014) Post-cyclic behavior of carbonate sand with anisotropic consolidation. Int J Civil Eng 12(4B):316–325

    Google Scholar 

  3. 3.

    Lotfi E, Delfan S, Hamidi A, Shahir H, Asadollahfardi G (2014) A numerical approach for one dimensional thermal consolidation of clays. Int J Civil Eng 12(1B):80–87

    Google Scholar 

  4. 4.

    Mojezi M, Jafari MK, Biglari M (2015) Effects of mean net stress and cyclic deviatoric stress on the cyclic behavior of normal consolidated unsaturated kaolin. Int J Civil Eng 13(1B):175–184

    Google Scholar 

  5. 5.

    Walker LK, Raymond GP (1968) The prediction of consolidation rates in a cemented clay. Can Geotech J 5(4):192–216

    Article  Google Scholar 

  6. 6.

    Mesri G, Godlewski PM (1977) Time and stress compressibility interrelationship. J Geotech Eng 103(5):417–430

    Google Scholar 

  7. 7.

    Mesri G, Castro A (1987) C α /C c concept and K 0 during secondary compression. J Geotech Eng 113(3):230–247

    Article  Google Scholar 

  8. 8.

    Ladd CC, Preston WB (1965) On the secondary compression of saturated clays. Research report R65-59, Research in Earth Physics, Phase Report No. 6, Depart. of Civil Engineering, MIT, Cambridge, Massachusetts

  9. 9.

    Tavenas F, Leroueil S, La Rochelle P, Roy M (1978) Creep behavior of an undisturbed lightly overconsolidated clay. Can Geotech J 15(3):402–423

    Article  Google Scholar 

  10. 10.

    Graham J, Crooks JH, Bell AL (1983) Time effects on the stress–strain behavior of natural soft clays. Geotechnique 33(3):327–340

    Article  Google Scholar 

  11. 11.

    Mesri G, Ajlouni MA (1996) Viscous behaviour of soil under oedometric conditions: discussion. Can Geotech J 34(1):159–161

    Article  Google Scholar 

  12. 12.

    Gao Y, Zhu H, Ye G, Xu C (2004) The investigation of the coefficient of secondary compression C α in odometer tests. Chin J Geotech Eng 26(4):459–463

    Google Scholar 

  13. 13.

    Zhang W, Xie Y, Yang X (2007) Research on 1D secondary consolidation characteristics of compacted loess. Chin J Geotech Eng 29(5):765–768

    Google Scholar 

  14. 14.

    Santagata M, Bobet A, Johnston CT, Hwang J (2008) One-dimensional compression behavior of a soil with high organic matter content. J Geotech Geoenviron Eng 134(1):1–13

    Article  Google Scholar 

  15. 15.

    Yin Z, Zhang H, Zhu J, Li G (2003) Secondary compression of soft soils. Chin J Geotech Eng 25(5):521–526

    Google Scholar 

  16. 16.

    Venda Oliveira PJ, Correia A, Garcia M (2013) Effect of stress level and binder composition on secondary compression of an artificially stabilized soil. J Geotech Geoenviron Eng 139(5):810–820

    Article  Google Scholar 

  17. 17.

    Wang Z (2010) Soil creep behavior: laboratory testing and numerical modelling. PhD dissertation, Univ of Calgary, Calgary, AB

  18. 18.

    Murayama S, Michihiro K, Sakagami T (1984) Creep characteristics of sands. Soils Found 24(2):1–15

    Article  Google Scholar 

  19. 19.

    Mejia CA, Vaid YP (1988) Time dependent behaviour of sand. In: Proceedings of the international conference on rheology and soil mechanics, pp 312–326

  20. 20.

    Leong EC, Soemitro RAA, Rahardjo H (2000) Soil improvement by surcharge and vacuum preloadings. Geotechnique 50(5):601–605

    Article  Google Scholar 

  21. 21.

    Leung CF, Lee FH, Yet NS (1996) The role of particle breakage in pile creep in sand. Can Geotech J 33(6):888–898

    Article  Google Scholar 

  22. 22.

    Wang Z, Wong RCK (2010) Effect of grain crushing on 1D compression and 1D creep behavior of granular soil at high stresses. Geomech Eng 2(4):303–319

    MathSciNet  Article  Google Scholar 

  23. 23.

    ASTM E112-13 (2013) Standard test methods for determining average grain size, ASTM International, West Conshohocken, PA

  24. 24.

    Yin JH, Graham J (1999) Elastic visco-plastic modelling of one-dimensional consolidation. Geotechnique 36(3):515–527

    Google Scholar 

  25. 25.

    Kelln CG, Sharma J, Hughes D, Graham J (2008) An improved elastic-viscoplastic soil model. Can Geotech J 45(10):1356–1376

    Article  Google Scholar 

  26. 26.

    Casagrande A (1936) The determination of the pre-consolidation load and its practical significance. In: Proceedings of the 1st international soil mechanics and foundation engineering conference, vol 3. Cambridge, Massachusetts, pp 60–64

  27. 27.

    Butterfield R (1979) A natural compression law for soils (an advance on e-logp’). Geotechnique 29(4):469–480

    Article  Google Scholar 

  28. 28.

    Boone SJ (2010) A critical reappraisal of ‘Preconsolidation pressure’ interpretations using the oedometer test. Can Geotech J 47(3):281–296

    Article  Google Scholar 

  29. 29.

    Mesri G, Lo DOK, Feng T-W (1994) Settlement of embankment on soft clays. In: Yeung AT, Feaalio G (eds) Vertical and horizontal displacements of foundations and embankments. ASCE Geotechnical Special Publication, Reston, pp 8–56

    Google Scholar 

  30. 30.

    Yu KP, Frizzi RP (1994) Preloading organic soils to limit future settlements. In: Yeung AT, Feaalio G (eds) Vertical and horizontal displacements of foundations and embankments. ASCE Geotechnical Special Publication, Reston, pp 8–56

    Google Scholar 

Download references

Acknowledgments

The laboratory tests were performed in the Department of Civil Engineering of the University of Calgary. This study was also supported by Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University with Contract No. TTE2014-02.

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Correspondence to Zhechao Wang.

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Wang, Z., Wong, R.C.K., Qiao, L. et al. Reconsidering Secondary Compressibility of Soil. Int J Civ Eng 15, 411–418 (2017). https://doi.org/10.1007/s40999-016-0054-x

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Keywords

  • Secondary compressibility
  • Primary compression
  • Effective stress dependence
  • Void ratio dependence
  • Quasi-overconsolidated
  • Surcharge preloading