Tensile strength of a vegetated and partially saturated soil

HIGHLIGHTS

  • who: Fraccica Alessandro and collaborators from the Universitat Politècnica de Catalunya, CIMNE, Barcelona, Spain have published the research work: Tensile strength of a vegetated and partially saturated soil, in the Journal: (JOURNAL)
  • how: Were analysed within a shear strength criterion for partially saturated soils. 5 Hydro-mechanical framework Results were analysed with the constitutive stress framework (mean average skeleton stress p') for partially saturated soils proposed by_[1929] p'=(p - ua)+Srα s Vegetated soil 0.98 2.14 36 6.3 This result is in line with observations by other authors .
 

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