Three Comments on "A Simple Incremental Modelling of Granular-Media Mechanics"

Details Three Comments on "A Simple Incremental Modelling of Granular-Media Mechanics" Three Comments on "A Simple Incremental Modelling of Granular-Media Mechanics"

2005-06-14

arxiv.org/abs/cond-mat/0506332v1

Poudres & Grains 10, 1-5, (1999)

Physics

Condensed Matter

Soft Condensed Matter

6 pages, 1 figure

Scientific paper

Using the recent incremental modelling, it is shown that the trajectory of a sample in the phase space of soil mechanics in the vicinity of the critical state is not governed by the rigidity matrix, but by its variations. The characteristics are used to predict that pseudo Young modulus tends to 0 as B -M-1 tends to 0, i.e. near the critical point, where B is the vertical-to-lateral-stress ratio during an axi-symmetric test. An attempt to understand and predict unstable behaviours is done using the same modelling. Compatibility of this modelling with results on soil liquefaction is emphasised.

Affiliated with

Also associated with

No associations

Rating

Three Comments on "A Simple Incremental Modelling of Granular-Media Mechanics" does not yet have a rating. At this time, there are no reviews or comments for this scientific paper.

If you have personal experience with Three Comments on "A Simple Incremental Modelling of Granular-Media Mechanics", we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Three Comments on "A Simple Incremental Modelling of Granular-Media Mechanics" will most certainly appreciate the feedback.

Rate now

Comments { 0 }

Profile ID: LFWR-SCP-O-288423