The present and future of rock testing: highlighting the ISRM suggested methods -- Laboratory testing: Suggested method for determination of the Schmidt Hammer rebound hardness: revised version -- Suggested methods for determining the dynamic strength parameters and mode-I fracture toughness of rock materials -- Suggested method for the determination of mode II fracture toughness -- Suggested method for reporting rock laboratory test data in electronic format -- Upgraded suggested method for determining sound velocity by ultrasonic pulse transmission technique -- Suggested method for determining the abrasivity of rock by the Cerchar Abrasivity test -- Suggested method for determining the mode I static fracture toughness using semi-circular bend specimen -- Suggested methods for determining the creep characteristics of rock -- Suggested method for laboratory determination of the shear strength of rock joints: revised version -- Suggested method for the needle penetration test -- Field testing: Suggested method for rock fractures observations using a borehole digital optical televiewer -- Suggested method for measuring rock mass displacement using a sliding micrometer -- Suggested method for step-rate injection method for fracture in-situ properties (SIMFIP): Using a 3-Components Borehole Deformation Sensor -- Suggested Methods for rock stress estimation- establishing a model for the in situ stress at a given Site -- Suggested method for monitoring rock displacements using the global positioning system (GPS) -- Suggested methods for rock failure criteria: general introduction -- Introduction to suggested methods for failure criteria -- Mohr-Coulomb failure criterion -- The Hoek-Brown failure criterion.-Three-dimensional failure criteria based on the Hoek-Brown criterion -- Drucker-Prager criterion -- Lade and modified Lade 3D rock strength criteria -- A failure criterion for rocks based on true triaxial testing -- A survey of 3D laser scanning techniques for application to rock mechanics and rock engineering.