Table 1 The summary of existing literatures on the cross-fissured specimens under individual static loading.
Author (year) | Brittle materials | Cross fissure types | Loading path |
|---|---|---|---|
Zhang et al.9 | Rock-like materials | One set of cross fissures with different inclination angles | Uniaxial static compression |
Zhang et al.10 | Rock-like materials | Two aligned X-type flaws | Uniaxial static compression |
Zhang et al.11 | Rock-like materials | Two sets of cross fissures with different aligned stepped, and collinear configurations | Uniaxial static compression |
Liu et al.7 | Gypsum | One set of cross fissures | Uniaxial static compression |
Liu et al.8 | Gypsum | One set of cross fissures | Biaxial static compression |
Zhou et al.12 | Rock-like materials | Two sets of cross fissures | Uniaxial static compression |
Zhou et al.14 | PMMA | Two sets of cross fissures with different inclination angles and horizontal spacings | Uniaxial static compression |
Liang et al.13 | Mudstone | Two sets of cross fissures with different cross angles and rock bridging angles | Uniaxial static compression |
Cao et al.15 | Rock-like materials | Multiple sets of cross fissures | Uniaxial static compression |
