An extended generalized effective stress for active clays

HIGHLIGHTS

• who: Tuttolomondo Angelica and collaborators from the Swiss Federal Institute of Technology in Lausanne, EPFL, Laboratory of Soil Mechanics, LMS, Station, CH , Lausanne, Switzerland have published the research: An extended generalized effective stress for active clays, in the Journal: (JOURNAL)
• what: In this paper, the performances of the framework are revealed by referring to shear strength data at negative pore water pressures (positive matric suction values).
• how: This paper proposes to extend the concept of generalized effective stress to active clays. In the following the analysis of some experimental results according to the . . .
  

   

  

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