Skip to main content
Log in

Breakage index of weathered soil reflecting breakage level and weathering degree

  • Published:
KSCE Journal of Civil Engineering Aims and scope Submit manuscript

Abstract

The particle of weathered soil is easily broken by stress, which is significantly influenced by environments and field conditions. In addition, the degree of weathering of soil leads to the change of the breakage level of the soil and the strength parameters of its structure. In this research, breakage level of disturbed weathered soil in each condition of compaction was monitored and then analyzed using a compaction test, X-ray Fluorescence Spectroscopy (XRF), sieve analysis test, Scanning Electron Microscope (SEM), and direct shear test. These analyzed results indicate that the key grain size contributing to the breakage level is changed in accordance with the water content of a compaction test. Consequently, with the key grain size a new breakage index is proposed to evaluate breakage levels of the weathered soil specimens. This index not only evaluates the degree of weathering but also identifies the breakage level in this experiment.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • ASTM Standard D 3080-04. (2004). Standard test method for direct shear test of soils under consolidated drained conditions, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  • ASTM Standard D 421-85. (2002). Standard practice for dry preparation of soil samples for particle-size analysis and determination of soil constants, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  • ASTM Standard D 698-07. (2000). Standard test method for laboratory compaction characteristics of soil using standard effort, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  • Hagerty, M. M., Hite, D. R., Ullrich, C. R., and Hagerty, D. J. (1993). “One-dimensional high-pressure compression of granular media.” Journal of Geotechnical Engineering, ASCE, Vol. 119, No. 1, pp. 1–18.

    Article  Google Scholar 

  • Iliew, I. G. (1966). “An attempt to estimate the degree of weathering of intrusive rocks from their physico-mechanical properties.” Proc., 1st Cong. Int. Soc. Rock Mechanics, Vol. 1, pp. 109–114

    Google Scholar 

  • Irfan, T. Y. and Dearman, W. R. (1978). “Engineering classification and index properties of weathered granite.” Bull., Inst. Ass. Engineering Geol., Vol. 17, pp. 79–90.

    Article  Google Scholar 

  • Lade, P. V., Yamamuro, J. A., and Bopp, P. A. (1996). “Significance of particle crushing in granular materials.” Journal of Geotechnical Engineering, ASCE, Vol. 122, No.4, pp.309–316

    Article  Google Scholar 

  • Lee, J. K. and Chang, S. M. (2003). “Evaluation of weathering intensity and strength parameter for weathered granite masses (I).” Journal of Korean Geotechnical Society, Vol. 19, No. 2, pp. 227–236.

    Google Scholar 

  • Lee, S. G. and Freitas, M. H. (1988). “Quantitative definition of highly weathered granite using the slake durability test.” Geotechnique, Vol. 38, No. 4, pp. 635–640.

    Google Scholar 

  • Lumb, P. (1962). “The properties of decomposed granite.” Geotechnique, Vol. 12, No.3, pp. 226–243.

    Article  Google Scholar 

  • Mendes, F. M., Barros, L. A., and Rodrigus, F. P. (1966). “The use of modal analysis in mechanical classification of rock masses.” Proc., 1st Cong. Int. Soc. Rock Mechanics, Vol. 1, pp. 217–223.

    Google Scholar 

  • Murata, H., Hyodo, M., and Yasufuku, N. (1987). “Compressive and shear characteristic of undisturbed decomposed granite soils paying attention to the degree of weathering.” Proceeding of JSCE, Vol. 382, No. III-7, pp. 131–140.

    Google Scholar 

  • Park, B. K. and Lee, K. C. (1999). “Evaluation methods of weathering degree for korean decomposed granite soils.” Journal of Korean Geotechnical Society, Vol. 15, No. 1, pp. 127–140.

    MathSciNet  Google Scholar 

  • Sueoka, T. (1988). “Identification and classification of granite residual soils using chemical weathering index.” Second Int. Conf. Geomech. Trop. Soils, Singapore, pp. 55–61.

  • Yamamuro, J. A., Bopp, P. A., and Lade, P. V. (1996). “One-dimensional compression of sands at high pressure.” Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 2, pp. 147–154.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Young Hwan Son.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Son, Y.H., Chang, P.W. Breakage index of weathered soil reflecting breakage level and weathering degree. KSCE J Civ Eng 13, 325–332 (2009). https://doi.org/10.1007/s12205-009-0325-z

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12205-009-0325-z

Keywords

Navigation