图G的周长与围长

设G是具有周长g和最小度δ的简单图。

具有围长g的连通图的周长

设G是具有围长g≥5,最小度δ≥2的n阶连通图,若λ=min{d(u)+d(v)|u,v∈V(G),uv■E(G)}。

关于简单图的周长与围长

设G是具有围长g≥4 和最小度δ≥2 的简单图。若对于任意 u,v∈V(G),d(u,v)=2,都有 max{d(u),d(v)}≥b(≥δ),则

2-连通图的周长与围长

设G是具有围长 g≥5 的n阶2-连通简单图,若对于任意 u,v∈V(G),且d(u,v)=2,都有 max{d(u),d(v)}≥b。

A nonlinear rheological model of backfill material for retaining roadways and the analysis of its stability

The long-term stability of backfill material is the key to retaining roadways successfully. In order to study the rheological deformation of backfill material and its long-term stability, given the visco-elastoplastic properties of this material, we introduced a softening and a hardening function for a new nonlinear the- ological model with time-varying parameters. Based on this, we presented the instability condition of this model by using the principle of minimum potential energy. Combined with engineering practice, we cal- culated the urlstable time period of backfill material. The results show that the time of instability of the backfill material relate to the initial parameters of the material, ＂the coefficients decided by temperature and the ratio of the plastic zone of the backfill material. Based on the results of our analysis from the point of view of energy, we can quickly obtain the time of instability of this model from our graphical analysis. The time of instability of the backfill material obtained from our investigation coincides with an actual project.