The following article might also be useful (freely downloaded from google search):
Dianqing Li , Chuangbing Zhou, Wenbo Lu, Qinghui Jiang, A system reliability approach for evaluating stability of rock wedgeswith correlated failure modes, Computers and Geotechnics 36 (2009) 1298-1307
Abstract: This paper proposes a system reliability approach for evaluating the stabilities of rock wedges considering multiple correlated failure modes....
1. Introduction: Wedge failures are the most frequently observed rock slope failures, and can occur over a wide range of geological and geometrical conditions. Accordingly, the study of wedge stability is an important component for rock slope engineering. Wedge failures are often governed by the intersection of at least two rock discontinuitysets, which require a solution of forces in three-dimensional space......
Note. There is also the more abstract notion of a Wedg, defined as a subset P of a vector space X over R satisfying: (i) P+P⊂P, (ii) ax∈P for all x∈P and a≥0. For detail, see the following books:
1. G.J.O. Jameson, Topology and normed vector spaces (Chapman and Hall, 1974) (pages 209-211, 365).
2. Charalambos D. Aliprantis, RabeeTourky, Cones and Duality, Graduate Studies in Mathematics, Volume 84, American Mathematical Society.