IJESD 2016 Vol.7(2): 126-133
doi: 10.7763/IJESD.2016.V7.754

Marine Bio-Geo Based Geo-Technology and Manifestation of Coaxial and Non-Coaxial Components of Shear Strength of Soils

rajaraman.usha44@gmail.com1 , K. Thiruvenkatasamy1 , S. Narasimha Rao2

  • 1Harbour and Ocean
  • 2IIT Madras, Director Dredging Corporation of

Abstract

Nature is always a source of inspiration. Naturalproduction, protection and degradation are more balanced. Inthis paper the natural production of shear strength anddegradation of the soils are examined through facts and figures.Limestones commonly contain only one or two dominantminerals. They are composite grains made up of large number ofsmall calcite or aragonite crystals. The term allochem cover allof these organized carbonate aggregates that make up the bulkof many limestones. Skempton points (Clay types with varyingpercentage of clay size particles) are compared to differentstages in the formation of aggregate grains through naturalprocesses which results in manifestation of coaxial andnon-coaxial components of shear strength of soils inshallow/deep marine environment. All these aggregates slowlyreach CCD (Carbonate Compensation Depth). In CCD all thecarbonates in any form are dissolved completely and only mud(silt and clay) and sand are separated. At this stage both coaxialand non-coaxial components of shear strength is drasticallyreduced and in abyssal plains as evidences show that the shearstrength is barest minimum or residual.

Keywords

  • Allochem
  • carbonate compensation depth
  • coaxial and non-coaxial shear strength
  • residual shear strength of soils
  • Skempton points
754-A3004

How to Cite

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rajaraman.usha44@gmail.com, K. Thiruvenkatasamy, and S. Narasimha Rao, "Marine Bio-Geo Based Geo-Technology and Manifestation of Coaxial and Non-Coaxial Components of Shear Strength of Soils," International Journal of Environmental Science and Development, vol. 7, no. 2, pp. 126-133, 2016. https://doi.org/10.7763/IJESD.2016.V7.754

Copyright & License

Copyright © 2016 by the authors. This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).

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