Failure mechanisms in infinite slopes of saturated cohesionless soil : shear failure versus hydraulic heave and static liquefaction

P. 59-71

• Articles from the same issue (available individually)

  • Modelling piled foundations by the macro-element concept
    Get article
  • A multi-hazard perspective in the analysis of earthquake-induced landslides : the case of Ischia Island
    Get article
  • Experimental and numerical study on the thermal properties of cement–based grouts for energy micropiles
    Get article
  • Failure mechanisms in infinite slopes of saturated cohesionless soil : shear failure versus hydraulic heave and static liquefaction

  Show more
• Information

  DOI: 10.19199/2024.3.0557-1405.059

  ISSN: 0557-1405

  Permalink: https://digital.casalini.it/10.19199/2024.3.0557-1405.059

  DISCIPLINES

  • Geology, hydrology, meteorology
  • Civil engineering