Brittleness of rock and stability assessment in hard rock tunneling

✍ Scribed by Vahid Hajiabdolmajid; Peter Kaiser

• Publisher: Elsevier Science
• Year: 2003
• Tongue: English
• Weight: 937 KB
• Volume: 18
• Category: Article
• ISSN: 0886-7798
• DOI: 10.1016/s0886-7798(02)00100-1

✦ Synopsis

Brittleness is a characteristic of many geomaterials in which the pre-existing heterogeneities among the mechanical and geometrical properties of the constituent materials, (e.g. grains cementing materials and voids) and loading conditions promote non-homogeneous distribution of the stresses inside the failing mass and eventually along the potential failure plane. This study relates the brittleness of failing hard rocks and tunnels to a strain-dependent brittleness index (I ) which characterizes the entire Bf ailure process of rock (preto post-peak), and accounts for the involved mechanisms in inducing inelastic strains (damage) inside the failing rock. The strain-dependent brittleness of rock dictates the mobilized strength around underground excavations, affects their short-and long-term stability, and determines the shape of breakout (failed or inelastic) zone. The ground-support pressure interaction mechanism is also affected by rock brittleness. Brittleness of rock is a time-(loading rate) and size-(geometry) dependent property.