We have recently developed some simple continuum models of static granular
media which display "fragile" behavior: They predict that the medium is una
ble to support certain types of infinitesimal load (which we call "incompat
ible" loads) without plastic rearrangement. We argue that a fragile descrip
tion may be appropriate when the mechanical integrity of the medium arises
adaptively, in response to a load, through an internal jamming process. We
hypothesize that a network of force chains (or "granular skeleton") evolves
until it can just support the applied load, at which point it comes to res
t; it then remains intact so long as no incompatible load is applied. Our f
ragile models exhibits unusual mechanical responses involving hyperbolic eq
uations for stress propagation along fixed characteristics through the mate
rial. These characteristics represent force chains; their arrangement expre
ssly depends on the construction history. Thus, for example, we predict a l
arge difference in the stress pattern beneath two conical piles of sand, on
e poured from a point source and one created by sieving. (C) 1999 American
Institute of Physics. [S1054-1500(99)00303-1].