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2 Aug 2011: Theresults of our proposed statistical analysis will be then compared with the crushingsimulation results to confirm the validity of the new statistical model. ... 6. 3. Conclusions. This article presents a new approach to treating granular materials,

2 Aug 2011: give velocities and displacements (andhence new contact forces by way of a contact constitutivelaw), using an explicit time-stepping scheme. ... K. & Soga, K. (2005). Fundamentals of soil behaviour,3rd edn. New York: John Wiley.

2 Aug 2011: In this study, new image analysis techniques have beenused to capture the mechanism relevant to peak resistance.

2 Aug 2011: With this new definition, itcan be said that the bearing capacity of a shallow foundationshould be corrected for geometry effects, whereas for deepfoundations the correction for overburden alone is sufficient,provided ... New York: John Wiley. Vesic, A. S

2 Aug 2011: In view of this, a new mechanism for narrow excavations is proposed in Figure 3(b). ... The mecha-nism in the passive zone (zone EFHI) is replaced. The new mechanism meets the condition for undrained shearing, which means that the volumetric strain

3 Aug 2011: A new approach for calculating strain for particulate media. International Journal.

2 Aug 2011: The crushed region did not grow by expanding its radius,i.e. by adding new crushed particles around its whole perimeter. ... Ateach stage, rather, only a section of the boundary of the compactionband could be considered active, with new crushing events