Temporary vertical excavations in cohesionless (granular soils) pose a problem for conventional ‘two-phase’ soil mechanics theory since non-zero collapse height is not predicted using the classical ‘dry/saturated’ shear strength criterion, given that cohesionless soils above the water table are assumed to be dry. An extension of the classical shear strength equation to account for the effect of matric suction on the effective stress in partially saturated soil is presented here that is incorporated into the bound theorems of plasticity. A simple validation experiment is reported to test the concept following which, a case study is presented that explores the extent to which matric suction and its impact on shear strength can explain the large safe vertical cut height that is often observed in cohesionless pozzolan deposits in the field. Lastly, the impact of rainfall events and subsequent ponded infiltration is investigated using a very simple analytical technique based on the classical Terzaghi consolidation solution. The research presented here gives practitioners with no particular expertise in the mechanics of unsaturated soil, techniques to assess the stability of geostructures involving unsaturated cohesionless soils that are based on simple calculation techniques taught in undergraduate courses.
|Number of pages||11|
|Early online date||22 Mar 2013|
|Publication status||Published - 24 May 2013|
- laboratory tests
- limit analysis
- partial saturation
- shear strength