M. Prezzi
- A continuum-based model for analysis of laterally loaded piles in layered soils. Dans: Géotechnique, v. 59, n. 2 (mars 2009). (2009):
- Two- and three-dimensional bearing capacity of footings in sand. Dans: Géotechnique, v. 57, n. 8 (octobre 2007). (2007):
- Undrained monotonic response of clean and silty sands. Dans: Géotechnique, v. 57, n. 3 (avril 2007). (2007):
- Subgrade Design Parameters from Samples Prepared with Different Compaction Methods. Dans: Journal of Transportation Engineering, v. 133, n. 2 (février 2007). (2007):
- Effect of the Smear and Transition Zones around Prefabricated Vertical Drains Installed in a Triangular Pattern on the Rate of Soil Consolidation. Dans: International Journal of Geomechanics, v. 7, n. 1 (janvier 2007). (2007):
- Computation of Cavity Expansion Pressure and Penetration Resistance in Sands. Dans: International Journal of Geomechanics, v. 7, n. 4 (juillet 2007). (2007):
- Immediate Settlement of Shallow Foundations Bearing on Clay. Dans: International Journal of Geomechanics, v. 8, n. 5 (septembre 2008). (2008):
- Analysis of PVD-enhanced consolidation with soil disturbance. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 163, n. 4 (novembre 2010). (2010):