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Abstract

The voids between the solid particles of soil are filled with fluid—either water or air or a combination of the two. Except perhaps within the adsorbed water layers, these fluids can offer no resistance to static shear forces. They can, however, support normal pressures, and these normal pressures form part of the total stress in the soil.

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References

  1. Skempton, A. W. 1961. Effective stress in soils, concrete and rocks. In Pore pressure and suction in soils, Butterworths.

    Google Scholar 

  2. Bishop, A. W. 1955. The principle of effective stress. Teknisk Ukeblad, 39.

    Google Scholar 

  3. Skempton, A. W. 1954. The pore pressure coefficients A and B. GĂ©otechnique, 4.

    Google Scholar 

  4. Bishop, A. W. 1961. The measurement of pore pressure in the triaxial test. In Pore pressure and suction in soils. Butterworths.

    Google Scholar 

  5. Croney, D. and Coleman, J. D. 1954, Soil structure in relation to soil suction (pF). J. of Soil Science, 5.

    Google Scholar 

  6. Croney, D. and Coleman, J. D. 1961. Pore pressure and suction in soil. In Pore pressure and suction in soils. Butterworths.

    Google Scholar 

  7. Croney, D., Coleman, J. D. and Bridge, P. M. 1952. The suction of moisture held in soil and other porous materials. Road Res. Tech. Paper 24 (HMSO).

    Google Scholar 

  8. Croney, J., Coleman, J. D. and Black, W. M. P. 1958. The movement and distribution of water in soil in relation to highway design and performance. Highway Res. Board Sp. Rep. No. 40 (Washington).

    Google Scholar 

  9. Croney, D. 1952. The movement and distribution of water in soils. GĂ©otechnique, 3.

    Google Scholar 

  10. Croney, D. 1952. Frost damage to roads in Great Britain. Highway Res. Board Sp. Rep. No. 2 (Washington).

    Google Scholar 

  11. Aitchison, G. D., Russam, K. and Richards, B. G. 1965. Engineering concepts of moisture equilibria and moisture changes in soils. In Moisture equilibria and moisture changes in soils beneath covered areas. Butterworths.

    Google Scholar 

  12. Croney, D. and Jacobs, J. C. 1967. The frost susceptibility of soils and road materials. Road Research Laboratory.

    Google Scholar 

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© 1994 Springer Science+Business Media Dordrecht

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Scott, C.R. (1994). Pore pressure, effective stress and suction. In: An Introduction to Soil Mechanics and Foundations. Springer, Boston, MA. https://doi.org/10.1007/978-1-4899-7250-7_3

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  • DOI: https://doi.org/10.1007/978-1-4899-7250-7_3

  • Publisher Name: Springer, Boston, MA

  • Print ISBN: 978-0-419-16040-3

  • Online ISBN: 978-1-4899-7250-7

  • eBook Packages: Springer Book Archive

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