Asset Details

  • Description:
  • Coefficients ( a0, a1, a2, a11, a22 and a12) used by the proposed model for predicting the UCS of problematic clayey soils
  • License:
  • Rights Managed
  • Rights Holder:
  • Springer Nature
  • License Rights Holder:
  • © Saudi Society for Geosciences 2019
  • Asset Type:
  • Image
  • Asset Subtype:
  • Table
  • Image Orientation:
  • Portrait
  • Image Dimensions:
  • 1024 x 2910
  • Image File Size:
  • 441 KB
  • Creator:
  • Khelifa Harichane, Mohamed Ghrici, Hamid Gadouri
  • Credit:
  • Harichane, K., Ghrici, M., & Gadouri, H. (2019). Natural pozzolana used as a source of silica for improving the behaviour of lime–stabilised clayey soil. Arabian Journal of Geosciences, 12(15), 447. https://doi.org/10.1007/s12517-019-4635-2.
  • Collection:
  • Keywords:
  • Atterberg limits, Compaction characteristics (OMC and MDD), Lime (L), Natural pozzolana (NP), Stabilisation, Unconfined compressive strength (UCS), Yellow clayey soil (YCS)
  • Restrictions:
  • Property Release:
  • No
  • Model Release:
  • No
  • Purchasable:
  • Yes
  • Sensitive Materials:
  • No
  • Article Authors:
  • Khelifa Harichane, Mohamed Ghrici, Hamid Gadouri
  • Article Copyright Year:
  • 2019
  • Publication Volume:
  • 12
  • Publication Issue:
  • 15
  • Publication Date:
  • 07/18/2019
  • DOI:
  • https://doi.org/10.1007/s12517-019-4635-2

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